Water Supply and Swereage System Design Report
-
Upload
saad-iqbal -
Category
Documents
-
view
215 -
download
0
Transcript of Water Supply and Swereage System Design Report
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 1/113
DESIGN REPORT
WATER SUPPLY SYSTEM
&
SEWERAGE SYSTEM
IQBAL AVENUE COOPERATIVE
HOUSING SOCIETY (PHASE-III)LAHORE
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 2/113
TABLE OF CONTENTS
TABLE OF CONTENTS .............................................................................. i
LIST OF TABLES ...................................................................................... iii
LIST OF FIGURES ..................................................................................... iv
SECTION 1 ............................................................................................... 1-2
INTRODUCTION ........................................................................................................ 1 1.1 GENERAL ..................................................................................................... 1
1.2 LOCATION ................................................................................................... 1
1.3 CLIMATE ...................................................................................................... 1
1.4 TOPOGRAPHY ............................................................................................. 2
SECTION 2.............................................................................................. 4-13
WATER SUPPLY SYSTEM ....................................................................................... 4
2.1 GENERAL ..................................................................................................... 4
2.2 DESIGN POPULATION ............................................................................... 4 2.3 WATER DEMANDS..................................................................................... 4
2.4 WATER DEMAND FLUCTUATION FACTORS ....................................... 5
2.5 SUMMARY OF WATER DEMANDS ......................................................... 6
2.6 WATER QUALITY....................................................................................... 6
2.7 WATER SOURCE......................................................................................... 7
2.7.1 Geo-Electrical Studies ............................................................................. 7
2.7.2 Water Tests .............................................................................................. 8
2.7.3 Design of Tubewells ................................................................................ 8
2.8 DESIGN OF WATER SUPPLY SYSTEM ................................................. 10
2.8.1 Pumping Heads ...................................................................................... 102.8.2 Distribution Network ............................................................................. 11
2.8.3 House Connections ................................................................................ 13
2.9 OVER HEAD WATER TANKS (OHWTs) ................................................ 13
SECTION 3............................................................................................ 14-25
SEWERAGE SYSTEM .............................................................................................. 14
3.1 GENERAL ................................................................................................... 14
3.2 DESIGN OBJECTIVES .............................................................................. 14
3.3 HYDRAULIC CRITERIA........................................................................... 14
3.4 PIPELINE DETAILS................................................................................... 163.5 MANHOLE DETAILS ................................................................................ 17
3.6 HOUSE CONNECTIONS ........................................................................... 18
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 3/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
TABLE OF CONTENTS ii
3.7 ENGINEERING DESIGN ........................................................................... 18
3.7.1 Sewage Collection System ..................................................................... 18
3.7.2 Sewage disposal ..................................................................................... 18
3.7.3 Design of Sewage Disposal ................................................................... 18
ANNEXURES ...................................................................................... 19-108
A- Water Supply Network Anayses using EPANET ............................................... 19
B- Hydraulic Statement for Sewerage System ......................................................... 38
C- Calculation of Over Head Water Tank Model using SAP software ................. 41
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 4/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
TABLE OF CONTENTS iii
LIST OF TABLES
Table 2.1: Estimation of Population 4
Table 2.2: Water Supply Peak Factors 6
Table 2.3: Water Demands 6
Table 2.4: WHO Guidelines for Potable Water Quality 7
Table 3.1: Sewerage Peak Factor 14
Table 3.2: Sewer Gradient 16
Table 3.3: Maximum Manhole Spacing 17
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 5/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
TABLE OF CONTENTS iv
LIST OF FIGURES
FIG-1: Location Plan of the Society 2
FIG-2: Master Plan of the Society 3
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 6/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
INTRODUCTION 1
SECTION 1 - INTRODUCTION
1.1 GENERAL
Iqbal Avenue Cooperative Housing Society (IACHS) phase-III is a project of
Iqbal Housing Society. The society has launched this project to develop the
scheme at par with internationally accepted standards having all the civic
facilities. The project is being undertaken to provide top quality residential
accommodations for its plot purchasers which will alleviate ever increasing
housing demands in the city.
Development of proper infrastructure of the scheme is essential for the luxury
living, therefore water supply and sewerage systems have been plannedkeeping in view the ultimate need of the residents. This report provides the
design of water supply and sewerage systems for the said scheme.
1.2 LOCATION
The strip of land purchased by the society for the development of above-
mentioned project is located along the left bank of Lahore Branch canal. The
proposed scheme has a very prime location where other housing schemes
(i.e. NESPAK, IZMIR Town, P&D Scheme etc) are also in progress now a
days. It is located 8 kms away from Thokar Niaz Baig, an important
intersection of Raiwind Road, Multan Road and Lahore Canal. Fig-1 shows
the location of the scheme.
1.3 CLIMATE
The climate of Lahore is very healthy and salubrious. Except for some days in
summer Lahore is a pleasant place to live. The summer season starts in April
and continues until September. The winter season ranges from November to
March. Average maximum and minimum temperatures during summer are40.4 and 27.3 oC respectively, while winter average maximum and minimum
temperatures are 21.1 and 7.2 oC respectively. Average annual rainfall is 20
inches and most of the rainfall occurs in the month of July and August.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 7/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
INTRODUCTION 2
Figure 1: Location Plan of the Iqbal Avenue Cooperative Housing Scheme Lahore
Figure 1 : Location Plan of Iqbal Avenue Cooperative Housing Scheme, Lahore
1.4 TOPOGRAPHY
The proposed scheme covers approximately an area of 1053.90 Kanals
(108.87 acres). The area has façade opening of about 1000 ft along the left
bank of the branch canal and is directly accessible from the beautifully
developed canal road. It is also accessible from Lahore-Multan highway
through an existing road and a bridge across the canal. Figure-2 shows the
master plan of the scheme.
The canal road on the left bank runs at an elevation of 689.61 at entrancepoint towards the scheme while the adjacent land area lies generally at
684.00 i.e. about 5.61 ft lower than that of canal road. Overall the topography
is flat and the area slopes towards south-East. Proposed scheme consists of
the area which was irrigated by the canal water hence the top crest contains
vegetable matter and crop roots. The soil is mainly alluvial but some loose
sand may be encountered at depths greater than 20 ft. The quality of
underground water is excellent. The ground water table fluctuates from 20 to
30 ft below natural ground level. In the areas adjacent to canal, seepage
water may also encounter at shallow depths.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 8/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
INTRODUCTION 3
Figure 2 : Master Plan of the Iqbal Avenue Cooperative Housing Scheme Lahore
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 9/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 4
SECTION-2: WATER SUPPLY SYSTEM
2.1 GENERAL
This section consists of design of water supply system for the Iqbal Avenue
Cooperative Housing scheme. The main components include the following:
i. Water Demands
ii. Water Source
iii. Overhead Reservoirs
iv. Water Distribution System
v. System Appurtenancesvi. House Connections
2.2 DESIGN POPULATION
An accurate estimation of the residential population is an essential pre-requisite
for provision of services in the project area. According to the census held in
1998, persons per house are 7 in Lahore. This is an average value and also
includes highly congested areas. For planned societies persons per house are
commonly less in average. Table 2.1 shows estimation of ultimate population
for the housing scheme. Estimated ultimate population for the scheme is
approximately 6706.
TABLE 2.1: Estimation of Population
Sr. #Area of Plot
(Sft)Designated
asNo. ofPlots
Persons / Plot Population
1 Up to 2275 10 Marlas 171 7 1,197
2 2300 to 3250 14 Marlas 59 8 472
3 Above 3250 1 Kanal 529 10 5,290
Total Population 6,959
2.3 WATER DEMANDS
Design Criteria for Water demands of Iqbal Avenue Cooperative Housing
Scheme (IACHS), Lahore is generally based on the criteria adopted by WASA
Lahore. However, being a posh scheme, certain improvements have been
suggested.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 10/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 5
2.3.1 Domestic Water Demand
This includes per person water consumption in residential areas. Keeping
in view the characteristic of the development of the scheme, the criteria
adopted is 80 Imperial gallons per capita per day.
2.3.2 Non-Domestic Demand
This will include consumption by Institutions like schools, markets,
dispensaries, shopping centers, open areas, etc. This is taken as 10% of
domestic water demand.
2.3.3 Un-Account For Water
This includes water losses through leakages in the transmission and
distribution mains, service connection, household plumbing, illegalconnections etc. These losses in fact depend upon the types of materials
used for pipe, fittings and household plumbing and workmanship
employed. In case of the IACHS, it is expected that better pipe material
shall be used, maintenance shall be provided and also in the new system
leakages are very low hence the figure of 5 percent is adopted for said
scheme.
2.3.4 Total Average Water Demand
Total average day demand is the total of domestic & non domestic
demand and unaccounted for water demand.
2.4 WATER DEMAND FLUCTUATION FACTORS
Water demand shall vary on seasonal, daily and hourly basis. The amplitude
of such variation is defined by the following factors:
2.4.1 Maximum Day Demand factor
This describes the ratio between the maximum day demand and theaverage day demand. Table-2.2 shows the maximum day demand
factors.
2.4.2 Peak Hour Demand Factor
Peak factor describes the ratio between maximum day demand and
peak hour water demand during the maximum day. These factors as
adopted by various Department/Authorities in Pakistan for water supply
system are given in the table-2.2
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 11/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 6
Table-2.2: WATER SUPPLY PEAK FACTORS
Sr.#
SourceMaximum
DayFactor
PeakHour
Factor
1. Punjab Public Health Engineering Deptt. 1.5 1.5
2. Water & Sanitation Agency (WASA) Lahore. 1.34 1.92
3. Adopted factors for IACHS, Lahore 1.5 1.5
2.5 SUMMARY OF WATER DEMANDS
Water distribution network is always designed on peak hour basis. Water
storages are based on average day demand. Table 2.3 describes average,
max day and peak hour demands of the housing scheme.
Table-2.3: WATER DEMANDS
Pop.Per
CapitaWC
Water Demand Total Avg.Day
Demand
MaximumDay
Demand
PeakHour
DemandDomesticNon-
DomesticUnaccount-
For
Persons GPD GPD GPD GPDGPD(CFS)
GPD(CFS)
GPD(CFS)
(1)x(2) 10% of (3) 5% of (3+4) (3)+(4)+(5) 150% of (6) 150% of (7)
(1) (2) (3) (4) (5) (6) (7) (8)
6,959 80 556,720 55,672 27,836640,228(1.19)
960,342(1.78)
1,440,513(2.68)
Where:
Pop = Population
WC = Water Consumption
GPD = Gallons per Day
CFS = Cubic Feet per Second (cusec)
2.6 WATER QUALITY
The proposed water supply source to meet the water demands should be of
acceptable quality in accordance with WHO/International standards.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 12/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 7
Table-2.4: WHO Guidelines for Potable Water Quality
Sr.No.
PARAMETERW.H.O.
DESIRABLELEVELS
W.H.O.
MAXIMUMPERMISIBLE
LEVELS
1 Temperature oC
2 pH 7.0-8.5 6.5-9.2
3 Odour Unobjectionable Unobjectionable
4 Colour 5 Units 50 Units
5 Taste Unobjectionable Unobjectionable
6 Turbidity ppm silica or N.T.U. 5 Units 25 Units
7 Total dissolved solids 500 1500
8 Calcium 75 200
9 Magnesium 50 150
10Total Hardness mg/l asCaCo3
100 500
11 Sulphate 200 400
12 Chloride 200 600
13 Iron total 0.1 1
2.7 WATER SOURCE
The development of ground water is recommended for Iqbal Avenue
Cooperative Housing Society (IACHS) Phase-III. The water can be pumped
directly to overhead reservoirs located within the site of the scheme through
tube wells installed there in. The water source is developed on the basis ofmaximum day demand.
2.7.1 Geo-Electrical Studies
Electrical resistively survey was conducted in the area acquired for the
housing scheme. A report on findings of this survey has already been
submitted. The technical objective of the survey was to ascertain the
subsurface hydrological conditions in terms of groundwater quality and
the nature of sub-surface material for the development of fresh groundwater through installation of tube wells.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 13/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 8
This study concluded that:
Depth of water table in the investigated area is within 40 to 50 feet.
Subsurface material is interpreted as predominantly sands of differentgrades with subordinate clay sand.
The report declares the sand aquifers as prospective zones for ground
water.
Resistivity survey provides preliminary information to reach at some
decision on the source of ground water and this requires more
investigations. For this purpose water samples were collected from
different sources near the site and tested. The tests are described in the
succeeding paragraph.
2.7.2 Water Tests
Five samples of water were collected from different sources located in
the vicinity and get tested from laboratory of Public Health Engineering
Department.
These samples relate to following sources:
SampleNo.
Location/Source
1 Hand Pump
2 NESPAK Society Tube well (600 ft deep)
3 IZMIR Society Tube well (600 ft deep)
On the basis of these test results it is decided that the tube well shall beinstalled at about 600 feet so that potable water can be extracted
throughout the design period.
2.7.3 Design of Tubewell
Design criteria for the tube wells is recommended as the same as
already in practice in Lahore area. Main features of Tube well are given
below. These shall be further verified during the drilling process at
particular site.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 14/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 9
Maximum Day Demand = 960,342 Gallons
Tubewell Capacity = 2 cusecs = 44,848 GPH
Tubewell Working Hours = 16
Daily Production of the Tubewell = 717,568 Gallons
No. of Tubewell Required = 960,342 / 717,568 = 1.34
Tubewell Provided
2 Cusec Capacity = 01 No1 Cusec Capacity = 01 No.
Well type: Conventional tube well
Casing material: Mild steel or fiber glass
Level of screen setting: varies from site to site and to be decided afterdrilling which is generally up to 600 ft. depth in this area.
Screen material: uPVC / Fiber glass.
Tubewell # 1
(a) Design of Strainer
Tube well capacity = 1.0 cusec
Entrance velocity of water = 0.08 ft / sec
Internal diameter of strainer = 10 inch
Slot area = 10% of total strainer area.
Total surface area of strainer = π DL
Area of slots = π DL x 10 100
L = Length of strainerD = Diameter of strainer
Q = A x V1.00 = 0.10 x π DL x 0.08 L = 47.77 ft
Assuming 30% factor of safetyL = 1.30 x 47.77
= 62.10 ft Say 65 ft
(b) Sizing of Motor:
Flow, Q = 1.00 cusecPump setting depth = 140 ftHeight of overhead tank = 75 ftStatic head, Hs = 215ftHead loss, HL = 5 ftTotal Head Required = 220 ft
Motor h.p. = 1.00 x 373.73 x 220 = 40 h.p.
3300 x 0.62
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 15/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 10
Tubewell # 2
(a) Design of Strainer
Tube well capacity = 2.0 cusec
Entrance velocity of water = 0.08 ft / sec Internal diameter of strainer = 10 inch
Slot area = 10% of total strainer area.
Total surface area of strainer = π DL
Area of slots = π DL x 10 100
L = Length of strainerD = Diameter of strainer
Q = A x V2.00 = 0.10 x π DL x 0.08 L = 95.49 ft
Assuming 25% factor of safetyL = 1.25 x 95.49
= 119.36 ft Say 120 ft
(b) Sizing of Motor:
Flow, Q = 1.00 cusecPump setting depth = 140 ftHeight of overhead tank = 75 ftStatic head, Hs = 215ft
Head loss, HL = 5 ftTotal Head Required = 220 ft
Motor h.p. = 2.00 x 373.73 x 220 = 80 h.p.3300 x 0.62
Design Results
Tubewell Capacity 1.00 cusec 2.00 cusecs
Number of Tubewell 01 01
Length of Strainer 65 ft 120 ft
Motor HP 40 80
2.8 DESIGN OF WATER SUPPLY SYSTEM
The hydraulic design of various components of the water supply system is
based on the following considerations:
2.8.1 Pumping Heads
The pumping heads of tube well shall be as required by the
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 16/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 11
configuration of transmission lines, topography of the area, depth of
water table and expected drawdown etc.
2.8.2 Distribution Network
The design of the distribution network is based on the loop system and
dead ends are avoided as far as possible.
a) Sizing / Capacity
The sizing/capacity of distribution pipes is designed on the peak
hour flows of the areas to be served.
b) Velocity Limitations
The maximum velocity in the pipe lines is normally kept as 6feet/sec or less.
c) Loss of Head in Fittings
An allowance of 10 % of the head loss is kept to account for the
loss in fittings, valves and specials etc.
d) Pipe Materials
The material presently in use for the rising main and distributionnetwork are uPVC / CI / MS / AC. All these are locally available.
e) Terminal Pressure
The terminal head at the remote nodes has been computed with
following considerations:
Elevation difference between Waterline & Plinth level = 4.0 ft
Number of Storey = 03
Height of Each Storey = 11.5 ft
Height of Tank on Roof = 5.5 ft
Total Height = 44 ft
Losses in House Connection & Internal Pipe = 02
Total Head Required =46 ft
20 PSI
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 17/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 12
f) Design Procedure
The following design procedure is adopted for the network design
Network configuration in the areas to be served
Estimation of peak water demands in the areas under each
zone / loop is based on the population and other
requirements in accordance with design criteria discussed
earlier.
Establishment of nodal points at suitable locations in the
network. This may be the pipe intersection or any other
location of water demand.
Determination of nodal loads (consumption) based on the
water demands in adjacent areas.
Assigning of tentative diameter to each pipe in the network
Analyses of the network
g) Network Analyses
Network analyses are carried out on the computer using software
EPANET developed by the U.S Environmental Protection Agency.
The program is efficient for the design and analysis of pressure
flow pipe distribution system.
(h) Input Data Requirement
The input data requirements by the above mentioned software
includes the followings:
(1) Specification Data allow for the selection of:
Type of formula to be used for loss of head calculation which in
this case will be Hazen & William's Formula.
Multiplicative factor at nodal loads to facilitate network analysis at
different flow conditions.
(2) Unit Data allows for the selection of various combinations of units
for length and flow conditions.
(3) Pipe Data – includes length, diameter and value of Hazen &
William's constant 'C'.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 18/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
WATER SUPPLY SYSTEM 13
(4) Node Data - includes consumption at node, elevation of node etc.
(5) Source Node Data - includes, reservoirs, pumps, elevation, pump
curves through five set of points on the selected curve.
(6) Construction of a Pressure Network using the built in pipe layout.
(i) Output/Results
The output/results include the following information:
Pipe number
Upstream & downstream nodes
Flow through pipe
Velocity of flow
Loss of head
Pressure at node
The Figures resulting from EPANET analysis are enclosed in ANNEXURE I
2.8.3 House Connections
House Connections shall be provided for each house to avoid road
cutting in future. Polyethylene pipe shall be laid before the construction of
road and shall be connected with ferrule on main water lines. Each house
shall be connected with a separate ferrule. This will also avoid damage to
main pipe lines. House connection is shown in design drawings.
2.9 OVER HEAD WATER TANK.
Over Head Water Tank (OHWT) has been proposed to facilitate in hourly
variations of water demand and to cater the demand in case of failure of pump.
Keeping in view these factors, the capacity of over head water tank is takenbetween 04 to 06 hours storage of average day demand.
Average water demand per day = 640,228 GPD
= 26,676 GPH
Storage provided = 04 to 06 hours
= 106,704 to 160,056
= 130,000 Gallons
Number of OHT = 02
Capacity of Each Tank = 65,000 Gallons
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 19/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ENGINEERING DESIGN 14
3 - SEWERAGE SYSTEM
3.1 GENERAL
This section refers to the design of main components of sewerage system
and its disposal. Sewerage systems are essential to the public health and
welfare in all areas of concentrated population and development of better
environment. Every community produces water borne waste. Sewers perform
vitally needed function of collecting this waste and conveying it to the point of
disposal. The main components are discussed in the following paragraphs.
3.2 DESIGN OBJECTIVE
The design objective is to evolve a sewerage system, which can be operatedwith minimum maintenance for design life of the project and is hydraulically
capable of handling the sewage of the proposed scheme in cost effective
manner. The design parameters are discussed in the succeeding paragraphs.
3.3 HYDRAULIC CRITERIA
Design Criteria for Water AND SANITATION Agency (WASA) Lahore has been
used for the designing of sewerage system of IACHS Phase-III with certain
improvements.
(a) Sewage Flow Estimation
Sewage flow is taken as 85 percent of the potable water demand.
(b) Peak Flow Calculations
Peak factor vary substantially depending on local water use, customs, climatic
conditions, the day of the week, the hour of the day etc. The peak factor is
determined through the WASA design criteria given below:
Table-3.1: Sewerage Peak Factor
Average daily Flow(Cusecs)
PeakFactor
Up to 1.0 4.0
1.1 to 2.0 3.4
2.1 to 4.0 3.1
4.1 to 10.0 2.7
10.1 to 20.0 2.5
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 20/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ENGINEERING DESIGN 15
(c) Infiltration
Water applied to the ground or rain water which soak into ground or ground
water which surrounds the pipe, find its way through joints into sewer system.
This infiltration is inevitable and some allowance has to be kept in the system.
According to WASA Lahore, following criteria is used for the infiltration
allowance:
Sewer size from 9” to 21” 5 % of Avg. Daily Flow
Sewer size over 24” 10 % of Avg. Daily Flow
(d) Stormwater Allowance:
According to WASA criteria, this allowance is taken as 100% of the sum of
Peak flow & Infiltration.
(e) Estimated Peak Design Flow (Qd):
Design flow is calculated as below:
Design flow = Peak flow + infiltration + Stormwater Allowance
(f) Formula for Sewer Design:
The design of sewage collection system shall be based on sewers flowing full
under design flow conditions. Manning’s formula is used for the design of
gravity sewers.
V = 1.48/n R 2/3 S 1/2
Where
V = Velocity of flow in ft/sec.
S = Hydraulic gradient of sewer
R = Mean Hydraulic radius (feet)
n = Roughness coefficient (0.013)
(g) Velocity Requirements
According to WASA criteria gravity sewer shall be designed for a minimum
velocity of 2.0 feet/sec and for a maximum velocity of 10 feet/sec, when running
full.
(i) Minimum Gradient:
The minimum gradient of sewer is adopted to attain the minimum velocityrequirement in order to avoid the depositing of solids. The minimum
recommended slopes/gradients to lay the sewer are mentioned in the Table-3.2given below:
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 21/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ENGINEERING DESIGN 16
TABLE- 3.2: SEWER GRADIENTS
Size of Sewer (Inches)
Gradient As PerWASA Criteria
Gradient Adoptedin IACHS
9 0.0028 0.0045
12 0.0020 0.0031
15 0.0015 0.0023
18 0.0012 0.0018
21 0.0010 0.0014
24 0.0008 0.0012
27 0.0007 0.0010
The sewer shall be laid with uniform slopes between the manholes.
3.4 PIPELINE DETAILS
(a) Minimum Diameter of Pipes
The minimum diameter of pipes to be used shall be 9 inches.
(b) Location of Sewer
Sewer pipe shall be provided on both sides of the road having a R.O.W of 60 ft
or greater while for roads having R.O.W of 40 ft & 30 ft, sewer will be provided
on one side only.
(c) Cover to Sewer
The minimum cover over the crown of pipe shall be 3 feet from the finishedgrade level.
(d) Pipe Material
Reinforced cement concrete pipes conforming to ASTM C-76, Class-II, wall-B
shall be used for diameters 12” and above. For 9” diameter WASA standards
(which are based on British specifications) shall be used.
(e) Pipe Bedding
Brick ballasts/crushed stone shall be used for pipe bedding obtained from an
approved source.
(f) Laying and Jointing of Pipes
Pipe joints shall be of bell/spigot type using rubber rings. Special care must betaken in the selection and handling of concrete pipes for use with rubber ring
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 22/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ENGINEERING DESIGN 17
joints, to ensure that pipe ends shall be smooth and laid in a straight line
without deflection. To further strengthen the joints against leakage, jute is
wrapped with cement slurry on the joints.
3.5 MANHOLE DETAILS
(a) Manhole Provision
Manhole shall normally be provided at the junction of two plots, at all changes
in diameter & gradient or alignment and at all sewer junctions. The maximum
spacing between manholes shall be as given in the Table-3.3.
Table- 3.3: MAXIMUM MANHOLE SPACING
Sewer
Size
Maximum Manholes Spacing
(According To WASA)
Maximum Manhole Spacing
(Adopted For IACHS )
(Inches) (Feet) (Feet)
9- 15 300 100
18 - 30 400 150
(b) Manhole Size:
For sewer up to 24" diameter, internal diameter of manhole will be 4 feet.
For sewer from 27” to 48” diameter, internal diameter of manhole will be 5
feet
(f) Manhole Steps:
Malleable Cast iron steps shall be used in the manhole.
(d) Manhole Covers
Concrete manhole covers will be provided with steel frames.
(e) Slope of Pipe Channel within Manholes
Manhole levels are the invert levels at its centre and all distances and
gradients shall be calculated between centers of manholes. Where ever the
diameter or gradient changes, the pipe channel shall be laid at a uniform
gradient between the inverts of the incoming and outgoing pipes.
(f) Drop Manholes
Drop Manholes shall be avoided as much as possible but shall be provided
where the sub-main pipe is at a height of 2 ft or above, from the crown of
main sewer. At drop manholes the sub-main pipe shall be connected with a
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 23/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ENGINEERING DESIGN 18
bend and pipe to terminate at a level of crown of main sewer.
3.6 HOUSE CONNECTIONS
Sewers will be provided on both sides at main roads. For internal roads
sewers will be laid on one side of the road. On the other side houseconnection chambers shall be provided. For every two houses one house
connection chamber will be needed
3.7 ENGINEERING DESIGN
3.7.1 Sewage Collection System
Based upon above design criterion the sewage collection system has been
designed. Minimum size of 9” sewer is proposed. These lateral sewers will
be connected to sub-mains sewer. Because of small scale scheme, themaximum size of sewer comes out to be 24” diameter which shall be
ultimately taken to the proposed pumping station. Gravity sewers are
designed at minimum self-cleaning velocity. The proposed layout of the
entire sewerage system is shown in design drawings.
3.7.2 Sewage Disposal
At present, no WASA sewer infrastructure is available in the project area to
which the sewerage system of this scheme could be connected. It is learnt
that WASA has proposed a trunk sewer along structure Plan Road hencethe system of this scheme will be connected to this trunk sewer. For the
interim period, a temporary pumping station will be constructed as shown
in the drawings. The effluent from the pumping station will initially be
disposed off in open plot of the scheme and at later stage it will be
disposed off through sucker tanks. The pumping station will have a
screening chamber and a wet well. The submersible non-clogging type
pumps have been proposed for lifting of the sewage. The sizing of wet well
shall be on the basis of 5 minutes detention time for peak flow or 10
minutes of average flow. A small chamber will be constructed aside of wetwell for sitting of pump operator and insulation of electric panel and all
other accessories.
3.7.3 Design of Sewage Pumping Station
(a) Design of wet well:
Peak Dry Weather Flow at Disposal
Station as per Hydraulic Statement (Q)
= 3.511 cusecs
Detention Time ( td) = 5 minutes
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 24/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ENGINEERING DESIGN 19
Size of Wet Well = Q x td
= 3.511 x 5 x 60
= 1053 ft
Assuming Effective Depth = 6 ft
Area Required = 1053 / 6 = 175.5 Sft
Diameter of Wet Well = 14.95 Say 15 ft
(b) Design of pumps:
Pumps are designed to cater the peak sewage flowPeak flow = 3.51 cusec
Provide 2 pumps of 1 cusec each and 1 pump of 2 cusec.
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 25/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 20
ANNEXURE I
WATER SUPPLY NETWORK ANALYSIS
USING “EPANET”
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 26/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 21
**********************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* IACHS *
**********************************************************************
Link - Node Table:
---------------------------------------------------------------------
Link Start End Length Diameter
ID Node Node ft in
---------------------------------------------------------------------
1 68 69 336 3
2 69 70 145 3
3 62 61 151 3
4 70 61 149 3
5 72 73 340 3
6 73 67 359 4
7 67 60 173 3
8 60 71 149 3
9 71 72 220 3
10 72 74 254 3
11 74 75 94 3
12 75 69 218 3
13 75 70 230 3
14 64 63 279 3
15 63 66 621 4
16 66 67 166 4
17 66 55 98 4
18 55 56 204 419 56 57 165 3
20 57 73 385 3
21 57 58 407 3
22 58 59 180 3
23 59 56 664 3
24 55 54 393 3
25 54 53 383 3
26 53 65 91 3
27 65 64 730 3
28 53 51 295 8
29 51 45 243 3
30 45 52 140 3
31 45 44 866 3
32 43 51 419 8
33 50 65 286 3
34 50 48 103 3
35 48 49 234 3
36 48 47 327 3
37 47 42 83 3
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 27/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 22
Link - Node Table: (continued)
---------------------------------------------------------------------
Link Start End Length Diameter
ID Node Node ft in
---------------------------------------------------------------------
38 47 39 954 3
39 39 35 127 340 35 34 113 3
41 34 42 1041 10
42 43 41 907 6
43 41 30 704 3
44 30 31 229 3
45 31 32 205 3
46 32 46 599 3
48 40 44 775 3
49 44 46 836 3
50 40 41 220 4
51 40 31 640 3
52 34 37 315 10
53 37 29 235 10
54 29 17 247 10
55 17 13 136 10
56 13 14 45 10
57 14 15 300 3
58 15 16 133 3
59 16 17 370 3
60 28 38 126 3
61 38 36 488 3
62 36 37 161 3
63 30 29 48 3
64 32 33 250 3
65 33 17 466 366 33 18 425 3
67 18 13 354 3
68 18 19 269 3
69 13 22 541 3
70 22 21 222 3
71 21 20 248 3
73 23 27 216 3
74 27 21 830 3
75 26 27 82 3
76 1 11 75 3
77 11 12 117 3
78 11 9 583 3
79 1 10 619 3
80 10 8 560 3
81 9 7 560 3
82 7 8 196 3
83 8 4 215 3
84 4 3 545 6
85 3 2 689 6
86 2 1 218 10
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 28/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 23
Link - Node Table: (continued)
---------------------------------------------------------------------
Link Start End Length Diameter
ID Node Node ft in
---------------------------------------------------------------------
87 2 14 236 10
88 29 38 251 389 35 36 198 3
90 7 6 240 3
91 6 5 411 3
92 5 4 240 4
93 23 24 240 3
94 24 25 395 3
95 5 24 62 3
96 76 1 50 10
97 53 66 63 8
98 77 42 100 10
99 43 42 45 8
100 61 63 300 3
101 23 4 60 3
102 22 78 460 3
103 78 23 546 3
104 50 42 388 3
105 51 50 53 3
106 71 74 123 3
107 60 61 447 3
Node Results:
---------------------------------------------------------------------
Node Demand Head Pressure Quality
ID GPM ft psi
---------------------------------------------------------------------1 19.00 65.87 28.54 0.00
2 20.00 65.54 28.40 0.00
3 12.00 63.25 27.41 0.00
4 11.50 61.69 26.73 0.00
5 8.50 61.12 26.48 0.00
6 5.50 61.03 26.44 0.00
7 13.00 61.03 26.44 0.00
8 13.00 61.21 26.52 0.00
9 34.00 61.03 26.44 0.00
10 34.00 61.31 26.57 0.00
11 31.00 64.31 27.86 0.00
12 4.00 64.29 27.86 0.00
13 16.00 65.40 28.34 0.00
14 7.00 65.42 28.35 0.00
15 7.00 65.32 28.30 0.00
16 6.00 65.32 28.30 0.00
17 14.00 65.39 28.33 0.00
18 16.00 63.03 27.31 0.00
19 10.00 62.87 27.24 0.00
20 8.00 57.87 25.08 0.00
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 29/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 24
Node Results: (continued)
---------------------------------------------------------------------
Node Demand Head Pressure Quality
ID GPM ft psi
---------------------------------------------------------------------
21 31.00 57.97 25.12 0.00
22 28.00 58.92 25.53 0.0023 19.00 60.44 26.19 0.00
24 5.50 60.82 26.35 0.00
25 8.50 60.65 26.28 0.00
26 4.00 58.41 25.31 0.00
27 31.00 58.42 25.31 0.00
28 8.00 64.88 28.11 0.00
29 8.50 65.38 28.33 0.00
30 8.50 64.56 27.97 0.00
31 21.00 62.46 27.06 0.00
32 31.00 61.40 26.61 0.00
33 13.00 62.71 27.17 0.00
34 25.00 65.40 28.34 0.00
35 14.00 64.93 28.14 0.00
36 16.00 64.95 28.14 0.00
37 8.50 65.38 28.33 0.00
38 13.00 64.93 28.13 0.00
39 21.00 64.69 28.03 0.00
40 34.00 62.78 27.20 0.00
41 25.00 64.20 27.82 0.00
42 21.00 65.60 28.42 0.00
43 26.00 65.34 28.31 0.00
44 46.00 58.26 25.24 0.00
45 21.00 59.80 25.91 0.00
46 41.00 58.01 25.14 0.00
47 25.00 64.73 28.05 0.0048 8.50 64.01 27.74 0.00
49 8.50 63.91 27.69 0.00
50 11.00 64.01 27.73 0.00
51 13.00 64.00 27.73 0.00
52 23.00 59.42 25.75 0.00
53 8.50 63.42 27.48 0.00
54 14.00 62.84 27.23 0.00
55 5.00 62.82 27.22 0.00
56 17.00 61.83 26.79 0.00
57 15.00 61.08 26.46 0.00
58 20.00 60.48 26.20 0.00
59 16.00 60.49 26.21 0.00
60 16.00 60.50 26.21 0.00
61 7.00 60.48 26.21 0.00
62 4.00 60.47 26.20 0.00
63 16.00 62.01 26.87 0.00
64 13.00 62.06 26.89 0.00
65 11.00 63.38 27.46 0.00
66 12.00 63.32 27.44 0.00
67 20.00 61.72 26.74 0.00
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 30/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 25
Node Results: (continued)
---------------------------------------------------------------------
Node Demand Head Pressure Quality
ID GPM ft psi
---------------------------------------------------------------------
68 11.00 59.71 25.87 0.00
69 9.00 59.94 25.97 0.0070 7.00 60.06 26.02 0.00
71 10.00 60.19 26.08 0.00
72 15.00 60.19 26.08 0.00
73 15.00 61.08 26.47 0.00
74 5.00 60.11 26.04 0.00
75 9.00 60.03 26.01 0.00
78 16.00 59.03 25.58 0.00
76 -524.89 66.00 0.43 0.00 Tank
77 -673.61 66.00 0.43 0.00 Tank
Link Results:
---------------------------------------------------------------------
Link Flow VelocityUnit Headloss Status
ID GPM fps ft/Kft
---------------------------------------------------------------------
1 -11.00 0.50 0.70 Open
2 -11.93 0.54 0.81 Open
3 -4.00 0.18 0.11 Open
4 -23.51 1.07 2.85 Open
5 -22.54 1.02 2.63 Open
6 -38.73 0.99 1.77 Open
7 38.32 1.74 7.04 Open
8 19.96 0.91 2.10 Open
9 -0.47 0.02 0.00 Open
10 7.07 0.32 0.31 Open11 12.49 0.57 0.88 Open
12 8.07 0.37 0.39 Open
13 -4.58 0.21 0.14 Open
14 5.39 0.24 0.19 Open
15 -42.76 1.09 2.12 Open
16 97.05 2.48 9.69 Open
17 69.08 1.76 5.16 Open
18 66.81 1.71 4.85 Open
19 30.30 1.38 4.56 Open
20 -1.19 0.05 0.01 Open
21 16.50 0.75 1.48 Open
22 -3.50 0.16 0.08 Open
23 -19.50 0.89 2.01 Open
24 -2.73 0.12 0.05 Open
25 -16.73 0.76 1.52 Open
26 8.95 0.41 0.48 Open
27 18.39 0.83 1.81 Open
28 -255.06 1.63 1.98 Open
29 62.27 2.83 17.29 Open
30 23.00 1.04 2.73 Open
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 31/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 26
Link Results: (continued)
---------------------------------------------------------------------
Link Flow VelocityUnit Headloss Status
ID GPM fps ft/Kft
---------------------------------------------------------------------
31 18.27 0.83 1.79 Open
32 329.79 2.10 3.19 Open33 20.44 0.93 2.20 Open
34 -3.36 0.15 0.08 Open
35 8.50 0.39 0.43 Open
36 -20.36 0.92 2.18 Open
37 -47.51 2.16 10.48 Open
38 2.15 0.10 0.03 Open
39 -18.85 0.86 1.89 Open
40 -28.87 1.31 4.17 Open
41 -127.06 0.52 0.18 Open
42 93.63 1.06 1.26 Open
43 -9.25 0.42 0.51 Open
44 44.17 2.01 9.16 Open
45 32.41 1.47 5.16 Open
46 34.08 1.55 5.66 Open
48 34.65 1.57 5.84 Open
49 6.92 0.31 0.30 Open
50 -77.88 1.99 6.45 Open
51 9.23 0.42 0.50 Open
52 73.18 0.30 0.07 Open
53 42.00 0.17 0.02 Open
54 -46.71 0.19 0.03 Open
55 -100.45 0.41 0.12 Open
56 -204.87 0.84 0.45 Open
57 7.59 0.34 0.35 Open
58 0.59 0.03 0.00 Open59 -5.41 0.25 0.19 Open
60 -8.00 0.36 0.39 Open
61 -2.71 0.12 0.05 Open
62 -22.68 1.03 2.66 Open
63 -61.92 2.81 17.12 Open
64 -32.67 1.48 5.24 Open
65 -34.32 1.56 5.74 Open
66 -11.35 0.52 0.74 Open
67 -37.35 1.70 6.71 Open
68 10.00 0.45 0.58 Open
69 51.08 2.32 11.98 Open
70 29.35 1.33 4.29 Open
71 8.00 0.36 0.39 Open
73 44.65 2.03 9.34 Open
74 9.65 0.44 0.55 Open
75 -4.00 0.18 0.11 Open
76 68.94 3.13 20.88 Open
77 4.00 0.18 0.11 Open
78 33.94 1.54 5.62 Open
79 39.28 1.78 7.37 Open
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 32/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 27
Link Results: (continued)
---------------------------------------------------------------------
Link Flow VelocityUnit Headloss Status
ID GPM fps ft/Kft
---------------------------------------------------------------------
80 5.28 0.24 0.18 Open
81 -0.06 0.00 0.00 Open82 -12.80 0.58 0.92 Open
83 -20.51 0.93 2.21 Open
84 -146.20 1.66 2.87 Open
85 -158.20 1.80 3.32 Open
86 -397.66 1.62 1.52 Open
87 219.46 0.90 0.51 Open
88 18.29 0.83 1.79 Open
89 -3.97 0.18 0.11 Open
90 -0.27 0.01 0.00 Open
91 -5.77 0.26 0.21 Open
92 -45.41 1.16 2.37 Open
93 -17.14 0.78 1.59 Open
94 8.50 0.39 0.43 Open
95 31.14 1.41 4.79 Open
96 524.89 2.14 2.54 Open
97 220.88 1.41 1.52 Open
98 673.61 2.75 4.04 Open
99 -449.42 2.87 5.66 Open
100 -32.15 1.46 5.08 Open
101 -68.78 3.12 20.79 Open
102 -6.27 0.28 0.25 Open
103 -22.27 1.01 2.58 Open
104 -28.63 1.30 4.10 Open
105 -0.55 0.02 0.00 Open
106 10.42 0.47 0.63 Open107 2.36 0.11 0.04 Open
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 33/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 28
FIGURES FROM EPANET
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 34/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 29
MASTER PLAN OF THE SCHEME
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 35/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 30
NODE NUMBERS
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 36/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 31
NODAL DEMAND (GPM)
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 37/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 32
NODAL PRESSURE (PSI)
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 38/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 33
PIPE NUMBERS
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 39/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 34
PIPE DIAMETERS
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 40/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 35
VELOCITY IN PIPE (FPS)
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 41/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 36
FLOW IN PIPES & DIRECTION OF FLOW
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 42/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE I 37
PIPE LENGTHS (FT)
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 43/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore Design Report
38
ANNEXURE II
HYDRAULIC STATEMENTFOR
SEWERAGE SYSTEM
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 44/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore Design Report
39 ANNEXURE-II
Hydraulic Statement for the Iqbal Avenue Cooperative Housing Scheme Lahore
Water Consumption (W.C) = 80 gpcd
Sewage Flow @ 85% of W.C= 68 gpcd
LineNo.
Manhole Length Houses Density Population
Avg.dry
weatherflow
PeakFactor
Max.dry
weatherflow
Non-DomesticFlow
Infil-tration
Storm Water
Allowance
Totaldesignflow
Vel.Dia.
CalculatedDia.
ProvidedSlope Road Level Invert Level
From To Feet 1-K 14-M 10-M 1-K 14-M 10-MOn-Line
Previous Total cfs cfs cfs cfs cfs cfs fps Inches Inches u/s d/s u/s d/s
1 1 2-A 806 23 1 0 10 8 7 238 0 238 0.030 4 0.120 0.0015 0.122 0.243 2.5 4.22 9 0.0045 688.00 686.50 683.50 679.91
2 2-A 2 577 16 0 0 10 8 7 160 238 398 0.050 4 0.201 0.0025 0.203 0.407 2.5 5.46 12 0.0030 686.50 685.60 679.66 677.91
3 3 2 85 2 0 0 10 8 7 20 0 20 0.003 4 0.010 0.0001 0.010 0.020 2.5 1.22 9 0.0045 685.60 685.60 681.10 680.72
4 2 4 171 2 0 0 10 8 7 20 418 438 0.055 4 0.221 0.0028 0.224 0.447 2.5 5.73 12 0.0030 685.60 685.75 677.91 677.39
5 5 4 1140 31 1 0 10 8 7 318 0 318 0.040 4 0.160 0.0020 0.162 0.325 2.5 4.88 9 0.0045 688.00 685.75 683.50 678.42
6 4 6 400 5 0 0 10 8 7 50 756 806 0.102 4 0.407 0.0051 0.412 0.823 2.5 7.77 12 0.0030 685.75 686.00 677.39 676.17
7 7 6 334 7 0 0 10 8 7 70 0 70 0.009 4 0.035 0.0004 0.036 0.072 2.5 2.29 9 0.0045 685.40 686.00 680.90 679.41
8 6 8 57 1 0 0 10 8 7 10 876 886 0.112 4 0.447 0.0056 0.453 0.905 2.5 8.15 12 0.0030 686.00 686.00 676.17 676.00
9 13 14 525 9 0 0 10 8 7 90 0 90 0.011 4 0.045 0.0006 0.046 0.092 2.5 2.60 9 0.0045 688.25 688.00 683.75 681.41
10 15 14 301 6 0 0 10 8 7 60 0 60 0.008 4 0.030 0.0004 0.031 0.061 2.5 2.12 9 0.0045 688.00 688.00 683.50 682.16
11 14 16 1079 21 0 0 10 8 7 210 150 360 0.045 4 0.182 0.0023 0.184 0.368 2.5 5.19 12 0.0030 688.00 686.25 681.16 677.88
12 17 16 1147 49 4 0 10 8 7 522 0 522 0.066 4 0.263 0.0033 0.267 0.533 2.5 6.25 9 0.0045 688.00 686.25 683.50 678.39
13 9 10 595 7 0 0 10 8 7 70 0 70 0.009 4 0.035 0.0004 0.036 0.072 2.5 2.29 9 0.0045 688.00 688.00 683.50 680.85
14 11 10 390 2 0 0 10 8 7 20 0 20 0.003 4 0.010 0.0001 0.010 0.020 2.5 1.22 9 0.0045 688.00 688.00 683.50 681.76
15 10 12 1280 22 2 0 10 8 7 236 90 326 0.041 4 0.164 0.0021 0.167 0.333 2.5 4.94 12 0.0030 688.00 686.00 680.60 676.71
16 16 12 179 3 0 0 10 8 7 30 882 912 0.115 4 0.460 0.07000 0.0058 0.536 1.072 2.5 8.87 12 0.0030 686.25 686.00 677.88 677.34
17 12 8 196 0 0 0 10 8 7 0 1238 1238 0.156 4 0.625 0.0078 0.632 1.265 2.5 9.63 12 0.0030 686.00 686.00 676.71 676.12
18 21 8 197 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.01500 0.0000 0.015 0.030 2.5 1.48 9 0.0045 685.70 686.00 681.20 680.32
19 18 19 315 4 1 0 10 8 7 48 0 48 0.006 4 0.024 0.07000 0.0003 0.095 0.189 2.5 3.72 9 0.0045 683.90 683.95 679.40 678.00
20 20 19 173 4 0 0 10 8 7 40 0 40 0.005 4 0.020 0.0003 0.020 0.041 2.5 1.73 9 0.0045 683.27 683.95 678.77 678.00
21 19 8 328 0 0 0 10 8 7 0 88 88 0.011 4 0.044 0.0006 0.045 0.090 2.5 2.57 9 0.0045 683.95 686.00 678.00 676.53
22 8 22 146 0 0 0 10 8 7 0 2212 2212 0.279 4 1.116 0.0139 1.130 2.260 2.5 12.87 15 0.0023 685.70 685.70 675.75 675.42
23 24 22 500 11 1 0 10 8 7 118 0 118 0.015 4 0.060 0.0007 0.060 0.121 2.5 2.97 9 0.0045 683.20 685.70 678.70 676.47
24 23 22 371 9 0 0 10 8 7 90 0 90 0.011 4 0.045 0.0006 0.046 0.092 2.5 2.60 9 0.0045 685.40 685.70 680.90 679.25
25 22 25 259 1 0 0 10 8 7 10 2420 2430 0.306 4 1.226 0.0153 1.241 2.483 2.5 13.49 15 0.0023 685.70 685.40 675.42 674.83
26 26 25 413 9 1 0 10 8 7 98 0 98 0.012 4 0.049 0.0006 0.050 0.100 2.5 2.71 9 0.0045 683.00 685.40 678.50 676.66
27 30 28 230 11 0 0 10 8 7 110 0 110 0.014 4 0.055 0.0007 0.056 0.112 2.5 2.87 9 0.0045 684.00 685.00 679.50 678.47
28 29 28 157 4 0 0 10 8 7 40 0 40 0.005 4 0.020 0.0003 0.020 0.041 2.5 1.73 9 0.0045 685.00 685.00 680.50 679.80
29 28 27 497 10 0 0 10 8 7 100 150 250 0.032 4 0.126 0.0016 0.128 0.255 2.5 4.33 9 0.0045 685.00 685.00 678.47 676.26
30 32 31 1126 22 0 0 10 8 7 220 0 220 0.028 4 0.111 0.07000 0.0014 0.182 0.365 2.5 5.17 9 0.0045 684.80 683.70 680.30 675.28
31 25 27 192 3 0 0 10 8 7 30 2528 2558 0.323 4 1.291 0.0161 1.307 2.613 2.5 13.84 15 0.0023 685.40 685.00 674.83 674.40
32 27 31 1028 22 1 0 10 8 7 228 2808 3036 0.383 4 1.532 0.0191 1.551 3.102 2.5 15.08 18 0.0018 685.00 683.70 674.15 672.33
33 31 33 410 8 0 0 10 8 7 80 3256 3336 0.421 4 1.683 0.0210 1.704 3.408 2.5 15.81 18 0.0018 683.70 683.50 672.33 671.61
34 34 33 1057 35 0 0 10 8 7 350 0 350 0.044 4 0.177 0.03000 0.0022 0.209 0.418 2.5 5.53 9 0.0045 684.15 683.50 679.65 674.94
35 41 41-A 640 19 1 0 10 8 7 198 0 198 0.025 4 0.100 0.0012 0.101 0.202 2.5 3.85 9 0.0045 683.96 683.40 679.46 676.61
36 41-A 42 801 22 0 0 10 8 7 220 198 418 0.053 4 0.211 0.0026 0.214 0.427 2.5 5.60 12 0.0030 683.40 682.50 676.36 673.92
37 43 42-A 767 20 1 0 10 8 7 208 0 208 0.026 4 0.105 0.0013 0.106 0.213 2.5 3.95 9 0.0045 683.00 682.50 678.50 675.08
38 42-A 42 884 27 2 0 10 8 7 286 208 494 0.062 4 0.249 0.0031 0.252 0.505 2.5 6.08 12 0.0030 682.50 682.50 674.83 672.15
39 42 44 845 34 1 0 10 8 7 348 912 1260 0.159 4 0.636 0.0079 0.644 1.287 2.5 9.72 12 0.0030 682.50 682.00 672.15 669.58
40 36 37 285 9 0 0 10 8 7 90 0 90 0.011 4 0.045 0.0006 0.046 0.092 2.5 2.60 9 0.0045 684.00 683.34 679.50 678.23
41 40 37 339 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.05000 0.0000 0.050 0.100 2.5 2.71 9 0.0045 684.00 683.34 679.50 677.99
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 45/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore Design Report
40 ANNEXURE-II
Hydraulic Statement for the Iqbal Avenue Cooperative Housing Scheme Lahore
Water Consumption (W.C) = 80 gpcd
Sewage Flow @ 85% of W.C= 68 gpcd
LineNo
Manhole Length Houses Density Population
Avg.dry
weatherflow
PeakFactor
Max.dry
weatherflow
Non-DomesticFlow
Infil-tration
Storm Water
Allowance
Totaldesignflow
Vel.Dia.
CalculatedDia.
ProvidedSlope Road Level Invert Level
From To Feet 1-K 14-M 10-M 1-K 14-M 10-MOn-Line
Previous Total cfs cfs cfs cfs cfs cfs fps Inches Inches u/s d/s u/s d/s
42 37 38 79 3 0 0 10 8 7 30 90 120 0.015 4 0.061 0.0008 0.061 0.123 2.5 3.00 9 0.0045 683.34 683.20 677.99 677.64
43 39 38 375 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.05000 0.0000 0.050 0.100 2.5 2.71 9 0.0045 684.00 683.20 679.50 677.83
44 38 35 76 0 0 0 10 8 7 0 120 120 0.015 4 0.061 0.0008 0.061 0.123 2.5 3.00 9 0.0045 683.20 683.20 677.64 677.30
45 33 35 427 9 0 1 10 8 7 97 3686 3783 0.477 4 1.909 0.0239 1.932 3.865 2.5 16.84 18 0.0018 683.50 683.00 671.61 670.85
46 45 44 139 3 0 0 10 8 7 30 0 30 0.004 4 0.015 0.0002 0.015 0.031 2.5 1.50 9 0.0045 682.00 682.00 677.50 676.88
47 44 35 249 3 0 0 10 8 7 30 1290 1320 0.166 4 0.666 0.0083 0.674 1.349 2.5 9.94 12 0.0030 682.00 683.00 669.58 668.82
48 35 46 549 6 3 0 10 8 7 84 5223 5307 0.669 4 2.677 0.0335 2.711 5.422 2.5 19.94 21 0.0014 683.00 682.75 668.57 667.7849 74 72 710 15 0 0 10 8 7 150 0 150 0.019 4 0.076 0.0009 0.077 0.153 2.5 3.35 9 0.0045 682.45 682.00 677.95 674.79
50 73 72 755 0 1 22 10 8 7 162 0 162 0.020 4 0.082 0.0010 0.083 0.166 2.5 3.48 9 0.0045 682.45 682.00 677.95 674.58
51 72 62 95 0 0 1 10 8 7 7 312 319 0.040 4 0.161 0.0020 0.163 0.326 2.5 4.89 9 0.0045 682.75 682.75 674.58 674.16
52 71 75 551 0 25 0 10 8 7 200 0 200 0.025 4 0.101 0.0013 0.102 0.204 2.5 3.87 9 0.0045 681.75 682.00 677.25 674.79
53 76 75 275 0 3 5 10 8 7 59 0 59 0.007 4 0.030 0.0004 0.030 0.060 2.5 2.10 9 0.0045 682.00 682.00 677.50 676.27
54 75 69 68 0 0 2 10 8 7 14 259 273 0.034 4 0.138 0.0017 0.139 0.279 2.5 4.52 9 0.0045 682.00 682.02 674.79 674.49
55 70 69 368 0 1 11 10 8 7 85 0 85 0.011 4 0.043 0.0005 0.043 0.087 2.5 2.52 9 0.0045 681.50 682.02 677.00 675.36
56 69 66 167 0 0 5 10 8 7 35 358 393 0.050 4 0.198 0.0025 0.201 0.402 2.5 5.43 9 0.0045 682.02 682.21 674.49 673.75
57 67 66 254 7 10 8 7 49 0 49 0.006 4 0.025 0.0003 0.025 0.050 2.5 1.92 9 0.0045 681.50 682.21 677.00 675.87
58 66 65 161 5 10 8 7 35 442 477 0.060 4 0.241 0.0030 0.244 0.487 2.5 5.98 9 0.0045 682.21 682.43 673.75 673.03
59 64 63 359 11 10 8 7 77 0 77 0.010 4 0.039 0.0005 0.039 0.079 2.5 2.40 9 0.0045 682.00 682.50 677.50 675.90
60 68 65 637 4 28 10 8 7 228 0 228 0.029 4 0.115 0.0014 0.116 0.233 2.5 4.13 9 0.0045 682.10 682.43 677.60 674.76
61 65 63 121 4 10 8 7 28 705 733 0.092 4 0.370 0.0046 0.374 0.749 2.5 7.41 12 0.0030 682.43 682.50 672.78 672.41
62 63 62 86 0 10 8 7 0 810 810 0.102 4 0.409 0.0051 0.414 0.828 2.5 7.79 12 0.0030 682.50 682.75 672.41 672.15
63 62 49 161 1 10 8 7 7 1129 1136 0.143 4 0.573 0.0072 0.580 1.161 2.5 9.23 12 0.0030 682.75 682.75 671.90 671.41
64 54 53 398 20 10 8 7 140 0 140 0.018 4 0.071 0.0009 0.072 0.143 2.5 3.24 9 0.0045 682.25 682.25 677.75 675.98
65 56 53 327 1 7 10 8 7 57 0 57 0.007 4 0.029 0.0004 0.029 0.058 2.5 2.07 9 0.0045 682.00 682.25 677.50 676.04
66 53 52 116 3 10 8 7 21 197 218 0.027 4 0.110 0.0014 0.111 0.223 2.5 4.04 9 0.0045 682.25 682.42 675.98 675.46
67 57 52 297 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.05000 0.0000 0.050 0.100 2.5 2.71 9 0.0045 682.25 682.42 677.75 676.43
68 52 51 58 1 10 8 7 7 218 225 0.028 4 0.114 0.0014 0.115 0.230 2.5 4.11 9 0.0045 682.42 682.50 675.46 675.20
69 58 51 210 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.01000 0.0000 0.010 0.020 2.5 1.21 9 0.0045 682.35 682.50 677.85 676.91
70 55 51 641 1 31 10 8 7 225 0 225 0.028 4 0.114 0.0014 0.115 0.230 2.5 4.11 9 0.0045 682.50 682.50 678.00 675.14
71 51 50 135 1 1 10 8 7 15 450 465 0.059 4 0.235 0.0029 0.238 0.475 2.5 5.90 12 0.0030 682.50 682.75 674.89 674.48
72 61 59 60 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.00200 0.0000 0.002 0.004 2.5 0.54 9 0.0045 682.50 682.50 678.00 677.73
73 60 59 50 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.00300 0.0000 0.003 0.006 2.5 0.66 9 0.0045 682.50 682.75 678.00 677.78
74 59 50 230 0 0 0 10 8 7 0 0 0 0.000 4 0.000 0.00500 0.0000 0.005 0.010 2.5 0.86 9 0.0045 682.50 682.75 677.73 676.71
75 50 49 20 0 0 0 10 8 7 0 465 465 0.059 4 0.235 0.0029 0.238 0.475 2.5 5.90 12 0.0030 682.75 682.75 674.48 674.42
76 49 47 144 1 2 10 8 7 22 1601 1623 0.205 4 0.819 0.0102 0.829 1.658 2.5 11.03 15 0.0023 682.75 682.75 671.16 670.84
77 48 47 145 1 3 10 8 7 29 0 29 0.004 4 0.015 0.0002 0.015 0.030 2.5 1.47 9 0.0045 682.75 682.75 678.25 677.60
78 47 46 87 0 0 0 10 8 7 0 1652 1652 0.208 4 0.833 0.0104 0.844 1.688 2.5 11.13 15 0.0023 682.75 682.75 670.84 670.64
79 46 D/S 25 0 0 0 10 8 7 0 6959 6959 0.878 4 3.511 0.0439 3.555 7.110 2.5 22.83 24 0.0012 682.75 682.75 667.53 667.50
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 46/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 41
ANNEXURE III
CALCULATION OF OVER HEAD WATER TANK USINGSAP SOFTWARE
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 47/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 42
SAP2000 Analysis Report
Model Name: Water Tower for IACHS
22 June 2011
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 48/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 43
Table: Base Reactions, Part 1 of 3
Table: Base Reactions, Part 1 of 3
OutputCase CaseType GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ GlobalX
Kip Kip Kip Kip-ft Kip-ft Kip-ft ft
live LinStatic 3.635E-13 -1.490E-12 262.301 1.096E-10 2.195E-11 4.138E-11 0.0000
Table: Base Reactions, Part 2 of 3
Table: Base Reactions, Part 2 of 3
OutputCase GlobalY GlobalZ XCentroidFX
YCentroidFX
ZCentroidFX
XCentroidF Y
YCentroidF Y
ZCentroidF Y
ft ft ft ft ft ft ft ft
live 0.0000 0.0000 -1.042E+14 -56.8732 0.0000 -13.9106 2.540E+13 0.0000
Table: Base Reactions, Part 3 of 3
Table: Case - Modal 1 - General
Table: Case - Modal 1 - General
Case ModeType MaxNumModes
MinNumModes
EigenShift EigenCutoff EigenTol AutoShift
Cyc/sec Cyc/secMODAL Eigen 12 1 0.0000E+00 0.0000E+00 1.0000E-09 Yes
Table: Case - Static 1 - Load Assignments
Table: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF
DEAD Load pattern DEAD 1.000000
live Load pattern live 1.000000
wind Load pattern wind 1.000000
EQx Load pattern EQx 1.000000
EQy Load pattern EQy 1.000000
wind-2 Load pattern wind-2 1.000000
wind-3 Load pattern wind-3 1.000000
wind-4 Load pattern wind-4 1.000000
wind-5 Load pattern wind-5 1.000000
wind-6 Load pattern wind-6 1.000000
wind-7 Load pattern wind-7 1.000000
wind-8 Load pattern wind-8 1.000000
wind-9 Load pattern wind-9 1.000000
wind-10 Load pattern wind-10 1.000000
wind-11 Load pattern wind-11 1.000000
wind-12 Load pattern wind-12 1.000000
Table: Base Reactions, Part 3 of 3
OutputCase XCentroidFZ
YCentroidFZ
ZCentroidFZ
ft ft ft
live -8.265E-14 4.139E-13 0.0000
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 49/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 44
Table: Element Joint Forces - Areas, Part 1 of 2
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
1 1 1 live LinStatic -0.412 1.744 8.197 0.0278
1 1 2 live LinStatic 0.287 -1.769 8.197 0.0301
1 1 3 live LinStatic 0.204 -0.701 -8.197 0.0202
1 1 4 live LinStatic -0.080 0.726 -8.197 0.0183
2 2 2 live LinStatic -1.048 1.454 8.197 0.0815
2 2 5 live LinStatic 0.943 -1.525 8.197 0.0835
2 2 6 live LinStatic 0.457 -0.570 -8.197 0.0556
2 2 3 live LinStatic -0.352 0.640 -8.197 0.0540
3 3 5 live LinStatic -1.525 0.943 8.197 0.1228
3 3 7 live LinStatic 1.454 -1.048 8.197 0.1241
3 3 8 live LinStatic 0.640 -0.352 -8.197 0.0825
3 3 6 live LinStatic -0.570 0.457 -8.197 0.0815
4 4 7 live LinStatic -1.769 0.287 8.197 0.1454
4 4 9 live LinStatic 1.744 -0.412 8.197 0.1459
4 4 10 live LinStatic 0.726 -0.080 -8.197 0.0969
4 4 8 live LinStatic -0.701 0.204 -8.197 0.09665 5 9 live LinStatic -1.744 -0.412 8.197 0.1459
5 5 11 live LinStatic 1.769 0.287 8.197 0.1454
5 5 12 live LinStatic 0.701 0.204 -8.197 0.0966
5 5 10 live LinStatic -0.726 -0.080 -8.197 0.0969
6 6 11 live LinStatic -1.454 -1.048 8.197 0.1241
6 6 13 live LinStatic 1.525 0.943 8.197 0.1228
6 6 14 live LinStatic 0.570 0.457 -8.197 0.0815
6 6 12 live LinStatic -0.640 -0.352 -8.197 0.0825
7 7 13 live LinStatic -0.943 -1.525 8.197 0.0835
7 7 15 live LinStatic 1.048 1.454 8.197 0.0815
7 7 16 live LinStatic 0.352 0.640 -8.197 0.0540
7 7 14 live LinStatic -0.457 -0.570 -8.197 0.0556
8 8 15 live LinStatic -0.287 -1.769 8.197 0.03018 8 17 live LinStatic 0.412 1.744 8.197 0.0278
8 8 18 live LinStatic 0.080 0.726 -8.197 0.0183
8 8 16 live LinStatic -0.204 -0.701 -8.197 0.0202
9 9 17 live LinStatic 0.412 -1.744 8.197 -0.0278
9 9 19 live LinStatic -0.287 1.769 8.197 -0.0301
9 9 20 live LinStatic -0.204 0.701 -8.197 -0.0202
9 9 18 live LinStatic 0.080 -0.726 -8.197 -0.0183
10 10 19 live LinStatic 1.048 -1.454 8.197 -0.0815
10 10 21 live LinStatic -0.943 1.525 8.197 -0.0835
10 10 22 live LinStatic -0.457 0.570 -8.197 -0.0556
10 10 20 live LinStatic 0.352 -0.640 -8.197 -0.0540
11 11 21 live LinStatic 1.525 -0.943 8.197 -0.1228
11 11 23 live LinStatic -1.454 1.048 8.197 -0.1241
11 11 24 live LinStatic -0.640 0.352 -8.197 -0.0825
11 11 22 live LinStatic 0.570 -0.457 -8.197 -0.0815
12 12 23 live LinStatic 1.769 -0.287 8.197 -0.1454
12 12 25 live LinStatic -1.744 0.412 8.197 -0.1459
12 12 26 live LinStatic -0.726 0.080 -8.197 -0.0969
12 12 24 live LinStatic 0.701 -0.204 -8.197 -0.0966
13 13 25 live LinStatic 1.744 0.412 8.197 -0.1459
13 13 27 live LinStatic -1.769 -0.287 8.197 -0.1454
13 13 28 live LinStatic -0.701 -0.204 -8.197 -0.0966
13 13 26 live LinStatic 0.726 0.080 -8.197 -0.0969
14 14 27 live LinStatic 1.454 1.048 8.197 -0.1241
14 14 29 live LinStatic -1.525 -0.943 8.197 -0.1228
14 14 30 live LinStatic -0.570 -0.457 -8.197 -0.0815
14 14 28 live LinStatic 0.640 0.352 -8.197 -0.0825
15 15 29 live LinStatic 0.943 1.525 8.197 -0.0835
15 15 31 live LinStatic -1.048 -1.454 8.197 -0.0815
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 50/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 45
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
15 15 32 live LinStatic -0.352 -0.640 -8.197 -0.0540
15 15 30 live LinStatic 0.457 0.570 -8.197 -0.0556
16 16 31 live LinStatic 0.287 1.769 8.197 -0.0301
16 16 1 live LinStatic -0.412 -1.744 8.197 -0.027816 16 4 live LinStatic -0.080 -0.726 -8.197 -0.0183
16 16 32 live LinStatic 0.204 0.701 -8.197 -0.0202
17 17 4 live LinStatic 0.080 -0.243 8.197 -0.0022
17 17 3 live LinStatic -0.019 0.255 8.197 -0.0350
17 17 33 live LinStatic -0.062 0.153 -8.197 -0.0210
17 17 34 live LinStatic 1.203E-03 -0.165 -8.197 0.0111
18 18 3 live LinStatic 0.167 -0.194 8.197 -0.0392
18 18 6 live LinStatic -0.115 0.228 8.197 -0.0669
18 18 35 live LinStatic -0.116 0.117 -8.197 -0.0277
18 18 33 live LinStatic 0.064 -0.152 -8.197 -5.507E-04
19 19 6 live LinStatic 0.228 -0.115 8.197 -0.0701
19 19 8 live LinStatic -0.194 0.167 8.197 -0.0887
19 19 36 live LinStatic -0.152 0.064 -8.197 -0.0302
19 19 35 live LinStatic 0.117 -0.116 -8.197 -0.0121
20 20 8 live LinStatic 0.255 -0.019 8.197 -0.0904
20 20 10 live LinStatic -0.243 0.080 8.197 -0.0969
20 20 37 live LinStatic -0.165 1.203E-03 -8.197 -0.0282
20 20 36 live LinStatic 0.153 -0.062 -8.197 -0.0218
21 21 10 live LinStatic 0.243 0.080 8.197 -0.0969
21 21 12 live LinStatic -0.255 -0.019 8.197 -0.0904
21 21 38 live LinStatic -0.153 -0.062 -8.197 -0.0218
21 21 37 live LinStatic 0.165 1.203E-03 -8.197 -0.0282
22 22 12 live LinStatic 0.194 0.167 8.197 -0.0887
22 22 14 live LinStatic -0.228 -0.115 8.197 -0.0701
22 22 39 live LinStatic -0.117 -0.116 -8.197 -0.0121
22 22 38 live LinStatic 0.152 0.064 -8.197 -0.0302
23 23 14 live LinStatic 0.115 0.228 8.197 -0.0669
23 23 16 live LinStatic -0.167 -0.194 8.197 -0.0392
23 23 40 live LinStatic -0.064 -0.152 -8.197 -5.507E-04
23 23 39 live LinStatic 0.116 0.117 -8.197 -0.0277
24 24 16 live LinStatic 0.019 0.255 8.197 -0.0350
24 24 18 live LinStatic -0.080 -0.243 8.197 -0.0022
24 24 41 live LinStatic -1.203E-03 -0.165 -8.197 0.0111
24 24 40 live LinStatic 0.062 0.153 -8.197 -0.0210
25 25 18 live LinStatic -0.080 0.243 8.197 0.0022
25 25 20 live LinStatic 0.019 -0.255 8.197 0.0350
25 25 42 live LinStatic 0.062 -0.153 -8.197 0.0210
25 25 41 live LinStatic -1.203E-03 0.165 -8.197 -0.0111
26 26 20 live LinStatic -0.167 0.194 8.197 0.0392
26 26 22 live LinStatic 0.115 -0.228 8.197 0.066926 26 43 live LinStatic 0.116 -0.117 -8.197 0.0277
26 26 42 live LinStatic -0.064 0.152 -8.197 5.507E-04
27 27 22 live LinStatic -0.228 0.115 8.197 0.0701
27 27 24 live LinStatic 0.194 -0.167 8.197 0.0887
27 27 44 live LinStatic 0.152 -0.064 -8.197 0.0302
27 27 43 live LinStatic -0.117 0.116 -8.197 0.0121
28 28 24 live LinStatic -0.255 0.019 8.197 0.0904
28 28 26 live LinStatic 0.243 -0.080 8.197 0.0969
28 28 45 live LinStatic 0.165 -1.203E-03 -8.197 0.0282
28 28 44 live LinStatic -0.153 0.062 -8.197 0.0218
29 29 26 live LinStatic -0.243 -0.080 8.197 0.0969
29 29 28 live LinStatic 0.255 0.019 8.197 0.0904
29 29 46 live LinStatic 0.153 0.062 -8.197 0.021829 29 45 live LinStatic -0.165 -1.203E-03 -8.197 0.0282
30 30 28 live LinStatic -0.194 -0.167 8.197 0.0887
30 30 30 live LinStatic 0.228 0.115 8.197 0.0701
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 51/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 46
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
30 30 47 live LinStatic 0.117 0.116 -8.197 0.0121
30 30 46 live LinStatic -0.152 -0.064 -8.197 0.0302
31 31 30 live LinStatic -0.115 -0.228 8.197 0.0669
31 31 32 live LinStatic 0.167 0.194 8.197 0.039231 31 48 live LinStatic 0.064 0.152 -8.197 5.507E-04
31 31 47 live LinStatic -0.116 -0.117 -8.197 0.0277
32 32 32 live LinStatic -0.019 -0.255 8.197 0.0350
32 32 4 live LinStatic 0.080 0.243 8.197 0.0022
32 32 34 live LinStatic 1.203E-03 0.165 -8.197 -0.0111
32 32 48 live LinStatic -0.062 -0.153 -8.197 0.0210
33 33 34 live LinStatic -1.203E-03 -0.034 8.197 -0.0012
33 33 33 live LinStatic -0.014 0.031 8.197 0.0119
33 33 49 live LinStatic 9.631E-03 -8.758E-03 -8.197 0.0070
33 33 50 live LinStatic 5.546E-03 0.012 -8.197 -0.0059
34 34 33 live LinStatic 0.012 -0.032 8.197 0.0097
34 34 35 live LinStatic -0.025 0.023 8.197 0.0208
34 34 51 live LinStatic 0.012 -4.405E-03 -8.197 0.0070
34 34 49 live LinStatic 6.175E-04 0.013 -8.197 -0.0039
35 35 35 live LinStatic 0.023 -0.025 8.197 0.0191
35 35 36 live LinStatic -0.032 0.012 8.197 0.0265
35 35 52 live LinStatic 0.013 6.175E-04 -8.197 0.0060
35 35 51 live LinStatic -4.405E-03 0.012 -8.197 -0.0013
36 36 36 live LinStatic 0.031 -0.014 8.197 0.0256
36 36 37 live LinStatic -0.034 -1.203E-03 8.197 0.0282
36 36 53 live LinStatic 0.012 5.546E-03 -8.197 0.0041
36 36 52 live LinStatic -8.758E-03 9.631E-03 -8.197 0.0015
37 37 37 live LinStatic 0.034 -1.203E-03 8.197 0.0282
37 37 38 live LinStatic -0.031 -0.014 8.197 0.0256
37 37 54 live LinStatic 8.758E-03 9.631E-03 -8.197 0.0015
37 37 53 live LinStatic -0.012 5.546E-03 -8.197 0.0041
38 38 38 live LinStatic 0.032 0.012 8.197 0.0265
38 38 39 live LinStatic -0.023 -0.025 8.197 0.0191
38 38 55 live LinStatic 4.405E-03 0.012 -8.197 -0.0013
38 38 54 live LinStatic -0.013 6.175E-04 -8.197 0.0060
39 39 39 live LinStatic 0.025 0.023 8.197 0.0208
39 39 40 live LinStatic -0.012 -0.032 8.197 0.0097
39 39 56 live LinStatic -6.175E-04 0.013 -8.197 -0.0039
39 39 55 live LinStatic -0.012 -4.405E-03 -8.197 0.0070
40 40 40 live LinStatic 0.014 0.031 8.197 0.0119
40 40 41 live LinStatic 1.203E-03 -0.034 8.197 -0.0012
40 40 57 live LinStatic -5.546E-03 0.012 -8.197 -0.0059
40 40 56 live LinStatic -9.631E-03 -8.758E-03 -8.197 0.0070
41 41 41 live LinStatic 1.203E-03 0.034 8.197 0.0012
41 41 42 live LinStatic 0.014 -0.031 8.197 -0.011941 41 58 live LinStatic -9.631E-03 8.758E-03 -8.197 -0.0070
41 41 57 live LinStatic -5.546E-03 -0.012 -8.197 0.0059
42 42 42 live LinStatic -0.012 0.032 8.197 -0.0097
42 42 43 live LinStatic 0.025 -0.023 8.197 -0.0208
42 42 59 live LinStatic -0.012 4.405E-03 -8.197 -0.0070
42 42 58 live LinStatic -6.175E-04 -0.013 -8.197 0.0039
43 43 43 live LinStatic -0.023 0.025 8.197 -0.0191
43 43 44 live LinStatic 0.032 -0.012 8.197 -0.0265
43 43 60 live LinStatic -0.013 -6.175E-04 -8.197 -0.0060
43 43 59 live LinStatic 4.405E-03 -0.012 -8.197 0.0013
44 44 44 live LinStatic -0.031 0.014 8.197 -0.0256
44 44 45 live LinStatic 0.034 1.203E-03 8.197 -0.0282
44 44 61 live LinStatic -0.012 -5.546E-03 -8.197 -0.004144 44 60 live LinStatic 8.758E-03 -9.631E-03 -8.197 -0.0015
45 45 45 live LinStatic -0.034 1.203E-03 8.197 -0.0282
45 45 46 live LinStatic 0.031 0.014 8.197 -0.0256
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 52/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 47
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
45 45 62 live LinStatic -8.758E-03 -9.631E-03 -8.197 -0.0015
45 45 61 live LinStatic 0.012 -5.546E-03 -8.197 -0.0041
46 46 46 live LinStatic -0.032 -0.012 8.197 -0.0265
46 46 47 live LinStatic 0.023 0.025 8.197 -0.019146 46 63 live LinStatic -4.405E-03 -0.012 -8.197 0.0013
46 46 62 live LinStatic 0.013 -6.175E-04 -8.197 -0.0060
47 47 47 live LinStatic -0.025 -0.023 8.197 -0.0208
47 47 48 live LinStatic 0.012 0.032 8.197 -0.0097
47 47 64 live LinStatic 6.175E-04 -0.013 -8.197 0.0039
47 47 63 live LinStatic 0.012 4.405E-03 -8.197 -0.0070
48 48 48 live LinStatic -0.014 -0.031 8.197 -0.0119
48 48 34 live LinStatic -1.203E-03 0.034 8.197 0.0012
48 48 50 live LinStatic 5.546E-03 -0.012 -8.197 0.0059
48 48 64 live LinStatic 9.631E-03 8.758E-03 -8.197 -0.0070
49 49 50 live LinStatic -5.546E-03 0.032 8.197 6.519E-04
49 49 49 live LinStatic 7.094E-03 -0.032 8.197 -0.0022
49 49 65 live LinStatic 7.850E-04 -7.990E-03 -8.197 -0.0012
49 49 66 live LinStatic -2.332E-03 7.682E-03 -8.197 0.0015
50 50 49 live LinStatic -0.017 0.027 8.197 -9.519E-04
50 50 51 live LinStatic 0.019 -0.026 8.197 -0.0033
50 50 67 live LinStatic 3.783E-03 -7.081E-03 -8.197 -7.400E-04
50 50 65 live LinStatic -5.094E-03 6.205E-03 -8.197 0.0016
51 51 51 live LinStatic -0.026 0.019 8.197 -0.0024
51 51 52 live LinStatic 0.027 -0.017 8.197 -0.0040
51 51 68 live LinStatic 6.205E-03 -5.094E-03 -8.197 -1.379E-04
51 51 67 live LinStatic -7.081E-03 3.783E-03 -8.197 0.0014
52 52 52 live LinStatic -0.032 7.094E-03 8.197 -0.0035
52 52 53 live LinStatic 0.032 -5.546E-03 8.197 -0.0041
52 52 69 live LinStatic 7.682E-03 -2.332E-03 -8.197 4.853E-04
52 52 68 live LinStatic -7.990E-03 7.850E-04 -8.197 0.0010
53 53 53 live LinStatic -0.032 -5.546E-03 8.197 -0.0041
53 53 54 live LinStatic 0.032 7.094E-03 8.197 -0.0035
53 53 70 live LinStatic 7.990E-03 7.850E-04 -8.197 0.0010
53 53 69 live LinStatic -7.682E-03 -2.332E-03 -8.197 4.853E-04
54 54 54 live LinStatic -0.027 -0.017 8.197 -0.0040
54 54 55 live LinStatic 0.026 0.019 8.197 -0.0024
54 54 71 live LinStatic 7.081E-03 3.783E-03 -8.197 0.0014
54 54 70 live LinStatic -6.205E-03 -5.094E-03 -8.197 -1.379E-04
55 55 55 live LinStatic -0.019 -0.026 8.197 -0.0033
55 55 56 live LinStatic 0.017 0.027 8.197 -9.519E-04
55 55 72 live LinStatic 5.094E-03 6.205E-03 -8.197 0.0016
55 55 71 live LinStatic -3.783E-03 -7.081E-03 -8.197 -7.400E-04
56 56 56 live LinStatic -7.094E-03 -0.032 8.197 -0.0022
56 56 57 live LinStatic 5.546E-03 0.032 8.197 6.519E-0456 56 73 live LinStatic 2.332E-03 7.682E-03 -8.197 0.0015
56 56 72 live LinStatic -7.850E-04 -7.990E-03 -8.197 -0.0012
57 57 57 live LinStatic 5.546E-03 -0.032 8.197 -6.519E-04
57 57 58 live LinStatic -7.094E-03 0.032 8.197 0.0022
57 57 74 live LinStatic -7.850E-04 7.990E-03 -8.197 0.0012
57 57 73 live LinStatic 2.332E-03 -7.682E-03 -8.197 -0.0015
58 58 58 live LinStatic 0.017 -0.027 8.197 9.519E-04
58 58 59 live LinStatic -0.019 0.026 8.197 0.0033
58 58 75 live LinStatic -3.783E-03 7.081E-03 -8.197 7.400E-04
58 58 74 live LinStatic 5.094E-03 -6.205E-03 -8.197 -0.0016
59 59 59 live LinStatic 0.026 -0.019 8.197 0.0024
59 59 60 live LinStatic -0.027 0.017 8.197 0.0040
59 59 76 live LinStatic -6.205E-03 5.094E-03 -8.197 1.379E-0459 59 75 live LinStatic 7.081E-03 -3.783E-03 -8.197 -0.0014
60 60 60 live LinStatic 0.032 -7.094E-03 8.197 0.0035
60 60 61 live LinStatic -0.032 5.546E-03 8.197 0.0041
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 53/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 48
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
60 60 77 live LinStatic -7.682E-03 2.332E-03 -8.197 -4.853E-04
60 60 76 live LinStatic 7.990E-03 -7.850E-04 -8.197 -0.0010
61 61 61 live LinStatic 0.032 5.546E-03 8.197 0.0041
61 61 62 live LinStatic -0.032 -7.094E-03 8.197 0.003561 61 78 live LinStatic -7.990E-03 -7.850E-04 -8.197 -0.0010
61 61 77 live LinStatic 7.682E-03 2.332E-03 -8.197 -4.853E-04
62 62 62 live LinStatic 0.027 0.017 8.197 0.0040
62 62 63 live LinStatic -0.026 -0.019 8.197 0.0024
62 62 79 live LinStatic -7.081E-03 -3.783E-03 -8.197 -0.0014
62 62 78 live LinStatic 6.205E-03 5.094E-03 -8.197 1.379E-04
63 63 63 live LinStatic 0.019 0.026 8.197 0.0033
63 63 64 live LinStatic -0.017 -0.027 8.197 9.519E-04
63 63 80 live LinStatic -5.094E-03 -6.205E-03 -8.197 -0.0016
63 63 79 live LinStatic 3.783E-03 7.081E-03 -8.197 7.400E-04
64 64 64 live LinStatic 7.094E-03 0.032 8.197 0.0022
64 64 50 live LinStatic -5.546E-03 -0.032 8.197 -6.519E-04
64 64 66 live LinStatic -2.332E-03 -7.682E-03 -8.197 -0.0015
64 64 80 live LinStatic 7.850E-04 7.990E-03 -8.197 0.0012
65 65 66 live LinStatic 2.332E-03 -0.010 8.197 -1.738E-04
65 65 65 live LinStatic -1.812E-03 0.010 8.197 -2.516E-05
65 65 81 live LinStatic -1.043E-03 3.884E-03 -8.197 -2.847E-05
65 65 82 live LinStatic 5.227E-04 -3.988E-03 -8.197 -1.769E-04
66 66 65 live LinStatic 6.121E-03 -8.684E-03 8.197 -3.462E-04
66 66 67 live LinStatic -5.680E-03 8.979E-03 8.197 -2.203E-04
66 66 83 live LinStatic -2.450E-03 3.189E-03 -8.197 -2.295E-04
66 66 81 live LinStatic 2.009E-03 -3.484E-03 -8.197 -3.553E-04
67 67 67 live LinStatic 8.979E-03 -5.680E-03 8.197 -4.660E-04
67 67 68 live LinStatic -8.684E-03 6.121E-03 8.197 -3.818E-04
67 67 84 live LinStatic -3.484E-03 2.009E-03 -8.197 -3.956E-04
67 67 83 live LinStatic 3.189E-03 -2.450E-03 -8.197 -4.797E-04
68 68 68 live LinStatic 0.010 -1.812E-03 8.197 -5.148E-04
68 68 69 live LinStatic -0.010 2.332E-03 8.197 -4.853E-04
68 68 85 live LinStatic -3.988E-03 5.227E-04 -8.197 -5.015E-04
68 68 84 live LinStatic 3.884E-03 -1.043E-03 -8.197 -5.310E-04
69 69 69 live LinStatic 0.010 2.332E-03 8.197 -4.853E-04
69 69 70 live LinStatic -0.010 -1.812E-03 8.197 -5.148E-04
69 69 86 live LinStatic -3.884E-03 -1.043E-03 -8.197 -5.310E-04
69 69 85 live LinStatic 3.988E-03 5.227E-04 -8.197 -5.015E-04
70 70 70 live LinStatic 8.684E-03 6.121E-03 8.197 -3.818E-04
70 70 71 live LinStatic -8.979E-03 -5.680E-03 8.197 -4.660E-04
70 70 87 live LinStatic -3.189E-03 -2.450E-03 -8.197 -4.797E-04
70 70 86 live LinStatic 3.484E-03 2.009E-03 -8.197 -3.956E-04
71 71 71 live LinStatic 5.680E-03 8.979E-03 8.197 -2.203E-04
71 71 72 live LinStatic -6.121E-03 -8.684E-03 8.197 -3.462E-0471 71 88 live LinStatic -2.009E-03 -3.484E-03 -8.197 -3.553E-04
71 71 87 live LinStatic 2.450E-03 3.189E-03 -8.197 -2.295E-04
72 72 72 live LinStatic 1.812E-03 0.010 8.197 -2.516E-05
72 72 73 live LinStatic -2.332E-03 -0.010 8.197 -1.738E-04
72 72 89 live LinStatic -5.227E-04 -3.988E-03 -8.197 -1.769E-04
72 72 88 live LinStatic 1.043E-03 3.884E-03 -8.197 -2.847E-05
73 73 73 live LinStatic -2.332E-03 0.010 8.197 1.738E-04
73 73 74 live LinStatic 1.812E-03 -0.010 8.197 2.516E-05
73 73 90 live LinStatic 1.043E-03 -3.884E-03 -8.197 2.847E-05
73 73 89 live LinStatic -5.227E-04 3.988E-03 -8.197 1.769E-04
74 74 74 live LinStatic -6.121E-03 8.684E-03 8.197 3.462E-04
74 74 75 live LinStatic 5.680E-03 -8.979E-03 8.197 2.203E-04
74 74 91 live LinStatic 2.450E-03 -3.189E-03 -8.197 2.295E-0474 74 90 live LinStatic -2.009E-03 3.484E-03 -8.197 3.553E-04
75 75 75 live LinStatic -8.979E-03 5.680E-03 8.197 4.660E-04
75 75 76 live LinStatic 8.684E-03 -6.121E-03 8.197 3.818E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 54/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 49
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
75 75 92 live LinStatic 3.484E-03 -2.009E-03 -8.197 3.956E-04
75 75 91 live LinStatic -3.189E-03 2.450E-03 -8.197 4.797E-04
76 76 76 live LinStatic -0.010 1.812E-03 8.197 5.148E-04
76 76 77 live LinStatic 0.010 -2.332E-03 8.197 4.853E-0476 76 93 live LinStatic 3.988E-03 -5.227E-04 -8.197 5.015E-04
76 76 92 live LinStatic -3.884E-03 1.043E-03 -8.197 5.310E-04
77 77 77 live LinStatic -0.010 -2.332E-03 8.197 4.853E-04
77 77 78 live LinStatic 0.010 1.812E-03 8.197 5.148E-04
77 77 94 live LinStatic 3.884E-03 1.043E-03 -8.197 5.310E-04
77 77 93 live LinStatic -3.988E-03 -5.227E-04 -8.197 5.015E-04
78 78 78 live LinStatic -8.684E-03 -6.121E-03 8.197 3.818E-04
78 78 79 live LinStatic 8.979E-03 5.680E-03 8.197 4.660E-04
78 78 95 live LinStatic 3.189E-03 2.450E-03 -8.197 4.797E-04
78 78 94 live LinStatic -3.484E-03 -2.009E-03 -8.197 3.956E-04
79 79 79 live LinStatic -5.680E-03 -8.979E-03 8.197 2.203E-04
79 79 80 live LinStatic 6.121E-03 8.684E-03 8.197 3.462E-04
79 79 96 live LinStatic 2.009E-03 3.484E-03 -8.197 3.553E-04
79 79 95 live LinStatic -2.450E-03 -3.189E-03 -8.197 2.295E-04
80 80 80 live LinStatic -1.812E-03 -0.010 8.197 2.516E-05
80 80 66 live LinStatic 2.332E-03 0.010 8.197 1.738E-04
80 80 82 live LinStatic 5.227E-04 3.988E-03 -8.197 1.769E-04
80 80 96 live LinStatic -1.043E-03 -3.884E-03 -8.197 2.847E-05
81 81 82 live LinStatic -5.227E-04 1.784E-03 8.197 2.242E-05
81 81 81 live LinStatic 1.999E-04 -1.849E-03 8.197 1.712E-04
81 81 97 live LinStatic 3.599E-04 -9.660E-04 -8.197 1.012E-04
81 81 98 live LinStatic -3.712E-05 1.030E-03 -8.197 -4.400E-05
82 82 81 live LinStatic -1.166E-03 1.448E-03 8.197 2.126E-04
82 82 83 live LinStatic 8.921E-04 -1.631E-03 8.197 3.387E-04
82 82 99 live LinStatic 7.022E-04 -7.547E-04 -8.197 1.430E-04
82 82 97 live LinStatic -4.285E-04 9.376E-04 -8.197 1.992E-05
83 83 83 live LinStatic -1.631E-03 8.921E-04 8.197 3.704E-04
83 83 84 live LinStatic 1.448E-03 -1.166E-03 8.197 4.547E-04
83 83 100 live LinStatic 9.376E-04 -4.285E-04 -8.197 1.631E-04
83 83 99 live LinStatic -7.547E-04 7.022E-04 -8.197 8.081E-05
84 84 84 live LinStatic -1.849E-03 1.999E-04 8.197 4.719E-04
84 84 85 live LinStatic 1.784E-03 -5.227E-04 8.197 5.015E-04
84 84 101 live LinStatic 1.030E-03 -3.712E-05 -8.197 1.583E-04
84 84 100 live LinStatic -9.660E-04 3.599E-04 -8.197 1.294E-04
85 85 85 live LinStatic -1.784E-03 -5.227E-04 8.197 5.015E-04
85 85 86 live LinStatic 1.849E-03 1.999E-04 8.197 4.719E-04
85 85 102 live LinStatic 9.660E-04 3.599E-04 -8.197 1.294E-04
85 85 101 live LinStatic -1.030E-03 -3.712E-05 -8.197 1.583E-04
86 86 86 live LinStatic -1.448E-03 -1.166E-03 8.197 4.547E-04
86 86 87 live LinStatic 1.631E-03 8.921E-04 8.197 3.704E-0486 86 103 live LinStatic 7.547E-04 7.022E-04 -8.197 8.081E-05
86 86 102 live LinStatic -9.376E-04 -4.285E-04 -8.197 1.631E-04
87 87 87 live LinStatic -8.921E-04 -1.631E-03 8.197 3.387E-04
87 87 88 live LinStatic 1.166E-03 1.448E-03 8.197 2.126E-04
87 87 104 live LinStatic 4.285E-04 9.376E-04 -8.197 1.992E-05
87 87 103 live LinStatic -7.022E-04 -7.547E-04 -8.197 1.430E-04
88 88 88 live LinStatic -1.999E-04 -1.849E-03 8.197 1.712E-04
88 88 89 live LinStatic 5.227E-04 1.784E-03 8.197 2.242E-05
88 88 105 live LinStatic 3.712E-05 1.030E-03 -8.197 -4.400E-05
88 88 104 live LinStatic -3.599E-04 -9.660E-04 -8.197 1.012E-04
89 89 89 live LinStatic 5.227E-04 -1.784E-03 8.197 -2.242E-05
89 89 90 live LinStatic -1.999E-04 1.849E-03 8.197 -1.712E-04
89 89 106 live LinStatic -3.599E-04 9.660E-04 -8.197 -1.012E-0489 89 105 live LinStatic 3.712E-05 -1.030E-03 -8.197 4.400E-05
90 90 90 live LinStatic 1.166E-03 -1.448E-03 8.197 -2.126E-04
90 90 91 live LinStatic -8.921E-04 1.631E-03 8.197 -3.387E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 55/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 50
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
90 90 107 live LinStatic -7.022E-04 7.547E-04 -8.197 -1.430E-04
90 90 106 live LinStatic 4.285E-04 -9.376E-04 -8.197 -1.992E-05
91 91 91 live LinStatic 1.631E-03 -8.921E-04 8.197 -3.704E-04
91 91 92 live LinStatic -1.448E-03 1.166E-03 8.197 -4.547E-0491 91 108 live LinStatic -9.376E-04 4.285E-04 -8.197 -1.631E-04
91 91 107 live LinStatic 7.547E-04 -7.022E-04 -8.197 -8.081E-05
92 92 92 live LinStatic 1.849E-03 -1.999E-04 8.197 -4.719E-04
92 92 93 live LinStatic -1.784E-03 5.227E-04 8.197 -5.015E-04
92 92 109 live LinStatic -1.030E-03 3.712E-05 -8.197 -1.583E-04
92 92 108 live LinStatic 9.660E-04 -3.599E-04 -8.197 -1.294E-04
93 93 93 live LinStatic 1.784E-03 5.227E-04 8.197 -5.015E-04
93 93 94 live LinStatic -1.849E-03 -1.999E-04 8.197 -4.719E-04
93 93 110 live LinStatic -9.660E-04 -3.599E-04 -8.197 -1.294E-04
93 93 109 live LinStatic 1.030E-03 3.712E-05 -8.197 -1.583E-04
94 94 94 live LinStatic 1.448E-03 1.166E-03 8.197 -4.547E-04
94 94 95 live LinStatic -1.631E-03 -8.921E-04 8.197 -3.704E-04
94 94 111 live LinStatic -7.547E-04 -7.022E-04 -8.197 -8.081E-05
94 94 110 live LinStatic 9.376E-04 4.285E-04 -8.197 -1.631E-04
95 95 95 live LinStatic 8.921E-04 1.631E-03 8.197 -3.387E-04
95 95 96 live LinStatic -1.166E-03 -1.448E-03 8.197 -2.126E-04
95 95 112 live LinStatic -4.285E-04 -9.376E-04 -8.197 -1.992E-05
95 95 111 live LinStatic 7.022E-04 7.547E-04 -8.197 -1.430E-04
96 96 96 live LinStatic 1.999E-04 1.849E-03 8.197 -1.712E-04
96 96 82 live LinStatic -5.227E-04 -1.784E-03 8.197 -2.242E-05
96 96 98 live LinStatic -3.712E-05 -1.030E-03 -8.197 4.400E-05
96 96 112 live LinStatic 3.599E-04 9.660E-04 -8.197 -1.012E-04
97 97 98 live LinStatic 3.712E-05 1.270E-05 8.197 2.240E-06
97 97 97 live LinStatic 3.915E-05 2.471E-06 8.197 -6.264E-05
97 97 113 live LinStatic -7.684E-05 1.870E-04 -8.197 -3.107E-05
97 97 114 live LinStatic 5.619E-07 -2.021E-04 -8.197 3.221E-05
98 98 97 live LinStatic 2.943E-05 2.594E-05 8.197 -5.850E-05
98 98 99 live LinStatic 3.523E-05 1.727E-05 8.197 -1.135E-04
98 98 115 live LinStatic -1.425E-04 1.433E-04 -8.197 -2.521E-05
98 98 113 live LinStatic 7.787E-05 -1.865E-04 -8.197 2.844E-05
99 99 99 live LinStatic 1.727E-05 3.523E-05 8.197 -1.103E-04
99 99 100 live LinStatic 2.594E-05 2.943E-05 8.197 -1.471E-04
99 99 116 live LinStatic -1.865E-04 7.787E-05 -8.197 -1.551E-05
99 99 115 live LinStatic 1.433E-04 -1.425E-04 -8.197 2.034E-05
100 100 100 live LinStatic 2.471E-06 3.915E-05 8.197 -1.454E-04
100 100 101 live LinStatic 1.270E-05 3.712E-05 8.197 -1.583E-04
100 100 117 live LinStatic -2.021E-04 5.619E-07 -8.197 -3.443E-06
100 100 116 live LinStatic 1.870E-04 -7.684E-05 -8.197 9.144E-06
101 101 101 live LinStatic -1.270E-05 3.712E-05 8.197 -1.583E-04
101 101 102 live LinStatic -2.471E-06 3.915E-05 8.197 -1.454E-04101 101 118 live LinStatic -1.870E-04 -7.684E-05 -8.197 9.144E-06
101 101 117 live LinStatic 2.021E-04 5.619E-07 -8.197 -3.443E-06
102 102 102 live LinStatic -2.594E-05 2.943E-05 8.197 -1.471E-04
102 102 103 live LinStatic -1.727E-05 3.523E-05 8.197 -1.103E-04
102 102 119 live LinStatic -1.433E-04 -1.425E-04 -8.197 2.034E-05
102 102 118 live LinStatic 1.865E-04 7.787E-05 -8.197 -1.551E-05
103 103 103 live LinStatic -3.523E-05 1.727E-05 8.197 -1.135E-04
103 103 104 live LinStatic -2.943E-05 2.594E-05 8.197 -5.850E-05
103 103 120 live LinStatic -7.787E-05 -1.865E-04 -8.197 2.844E-05
103 103 119 live LinStatic 1.425E-04 1.433E-04 -8.197 -2.521E-05
104 104 104 live LinStatic -3.915E-05 2.471E-06 8.197 -6.264E-05
104 104 105 live LinStatic -3.712E-05 1.270E-05 8.197 2.240E-06
104 104 121 live LinStatic -5.619E-07 -2.021E-04 -8.197 3.221E-05104 104 120 live LinStatic 7.684E-05 1.870E-04 -8.197 -3.107E-05
105 105 105 live LinStatic -3.712E-05 -1.270E-05 8.197 -2.240E-06
105 105 106 live LinStatic -3.915E-05 -2.471E-06 8.197 6.264E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 56/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 51
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
105 105 122 live LinStatic 7.684E-05 -1.870E-04 -8.197 3.107E-05
105 105 121 live LinStatic -5.619E-07 2.021E-04 -8.197 -3.221E-05
106 106 106 live LinStatic -2.943E-05 -2.594E-05 8.197 5.850E-05
106 106 107 live LinStatic -3.523E-05 -1.727E-05 8.197 1.135E-04106 106 123 live LinStatic 1.425E-04 -1.433E-04 -8.197 2.521E-05
106 106 122 live LinStatic -7.787E-05 1.865E-04 -8.197 -2.844E-05
107 107 107 live LinStatic -1.727E-05 -3.523E-05 8.197 1.103E-04
107 107 108 live LinStatic -2.594E-05 -2.943E-05 8.197 1.471E-04
107 107 124 live LinStatic 1.865E-04 -7.787E-05 -8.197 1.551E-05
107 107 123 live LinStatic -1.433E-04 1.425E-04 -8.197 -2.034E-05
108 108 108 live LinStatic -2.471E-06 -3.915E-05 8.197 1.454E-04
108 108 109 live LinStatic -1.270E-05 -3.712E-05 8.197 1.583E-04
108 108 125 live LinStatic 2.021E-04 -5.619E-07 -8.197 3.443E-06
108 108 124 live LinStatic -1.870E-04 7.684E-05 -8.197 -9.144E-06
109 109 109 live LinStatic 1.270E-05 -3.712E-05 8.197 1.583E-04
109 109 110 live LinStatic 2.471E-06 -3.915E-05 8.197 1.454E-04
109 109 126 live LinStatic 1.870E-04 7.684E-05 -8.197 -9.144E-06
109 109 125 live LinStatic -2.021E-04 -5.619E-07 -8.197 3.443E-06
110 110 110 live LinStatic 2.594E-05 -2.943E-05 8.197 1.471E-04
110 110 111 live LinStatic 1.727E-05 -3.523E-05 8.197 1.103E-04
110 110 127 live LinStatic 1.433E-04 1.425E-04 -8.197 -2.034E-05
110 110 126 live LinStatic -1.865E-04 -7.787E-05 -8.197 1.551E-05
111 111 111 live LinStatic 3.523E-05 -1.727E-05 8.197 1.135E-04
111 111 112 live LinStatic 2.943E-05 -2.594E-05 8.197 5.850E-05
111 111 128 live LinStatic 7.787E-05 1.865E-04 -8.197 -2.844E-05
111 111 127 live LinStatic -1.425E-04 -1.433E-04 -8.197 2.521E-05
112 112 112 live LinStatic 3.915E-05 -2.471E-06 8.197 6.264E-05
112 112 98 live LinStatic 3.712E-05 -1.270E-05 8.197 -2.240E-06
112 112 114 live LinStatic 5.619E-07 2.021E-04 -8.197 -3.221E-05
112 112 128 live LinStatic -7.684E-05 -1.870E-04 -8.197 3.107E-05
113 113 114 live LinStatic -5.619E-07 4.312E-05 8.197 -1.163E-05
113 113 113 live LinStatic 1.598E-05 -4.005E-05 8.197 1.206E-05
113 113 129 live LinStatic 8.969E-05 -4.912E-04 -8.197 5.467E-06
113 113 130 live LinStatic -1.051E-04 4.881E-04 -8.197 -1.788E-05
114 114 113 live LinStatic -1.702E-05 3.962E-05 8.197 -9.423E-06
114 114 115 live LinStatic 3.009E-05 -3.089E-05 8.197 1.065E-05
114 114 131 live LinStatic 2.708E-04 -4.195E-04 -8.197 -7.780E-06
114 114 129 live LinStatic -2.839E-04 4.107E-04 -8.197 -2.757E-05
115 115 115 live LinStatic -3.089E-05 3.009E-05 8.197 -5.786E-06
115 115 116 live LinStatic 3.962E-05 -1.702E-05 8.197 7.630E-06
115 115 132 live LinStatic 4.107E-04 -2.839E-04 -8.197 -1.984E-05
115 115 131 live LinStatic -4.195E-04 2.708E-04 -8.197 -3.307E-05
116 116 116 live LinStatic -4.005E-05 1.598E-05 8.197 -1.268E-06
116 116 117 live LinStatic 4.312E-05 -5.619E-07 8.197 3.443E-06116 116 133 live LinStatic 4.881E-04 -1.051E-04 -8.197 -2.888E-05
116 116 132 live LinStatic -4.912E-04 8.969E-05 -8.197 -3.353E-05
117 117 117 live LinStatic -4.312E-05 -5.619E-07 8.197 3.443E-06
117 117 118 live LinStatic 4.005E-05 1.598E-05 8.197 -1.268E-06
117 117 134 live LinStatic 4.912E-04 8.969E-05 -8.197 -3.353E-05
117 117 133 live LinStatic -4.881E-04 -1.051E-04 -8.197 -2.888E-05
118 118 118 live LinStatic -3.962E-05 -1.702E-05 8.197 7.630E-06
118 118 119 live LinStatic 3.089E-05 3.009E-05 8.197 -5.786E-06
118 118 135 live LinStatic 4.195E-04 2.708E-04 -8.197 -3.307E-05
118 118 134 live LinStatic -4.107E-04 -2.839E-04 -8.197 -1.984E-05
119 119 119 live LinStatic -3.009E-05 -3.089E-05 8.197 1.065E-05
119 119 120 live LinStatic 1.702E-05 3.962E-05 8.197 -9.423E-06
119 119 136 live LinStatic 2.839E-04 4.107E-04 -8.197 -2.757E-05119 119 135 live LinStatic -2.708E-04 -4.195E-04 -8.197 -7.780E-06
120 120 120 live LinStatic -1.598E-05 -4.005E-05 8.197 1.206E-05
120 120 121 live LinStatic 5.619E-07 4.312E-05 8.197 -1.163E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 57/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 52
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
120 120 137 live LinStatic 1.051E-04 4.881E-04 -8.197 -1.788E-05
120 120 136 live LinStatic -8.969E-05 -4.912E-04 -8.197 5.467E-06
121 121 121 live LinStatic 5.619E-07 -4.312E-05 8.197 1.163E-05
121 121 122 live LinStatic -1.598E-05 4.005E-05 8.197 -1.206E-05121 121 138 live LinStatic -8.969E-05 4.912E-04 -8.197 -5.467E-06
121 121 137 live LinStatic 1.051E-04 -4.881E-04 -8.197 1.788E-05
122 122 122 live LinStatic 1.702E-05 -3.962E-05 8.197 9.423E-06
122 122 123 live LinStatic -3.009E-05 3.089E-05 8.197 -1.065E-05
122 122 139 live LinStatic -2.708E-04 4.195E-04 -8.197 7.780E-06
122 122 138 live LinStatic 2.839E-04 -4.107E-04 -8.197 2.757E-05
123 123 123 live LinStatic 3.089E-05 -3.009E-05 8.197 5.786E-06
123 123 124 live LinStatic -3.962E-05 1.702E-05 8.197 -7.630E-06
123 123 140 live LinStatic -4.107E-04 2.839E-04 -8.197 1.984E-05
123 123 139 live LinStatic 4.195E-04 -2.708E-04 -8.197 3.307E-05
124 124 124 live LinStatic 4.005E-05 -1.598E-05 8.197 1.268E-06
124 124 125 live LinStatic -4.312E-05 5.619E-07 8.197 -3.443E-06
124 124 141 live LinStatic -4.881E-04 1.051E-04 -8.197 2.888E-05
124 124 140 live LinStatic 4.912E-04 -8.969E-05 -8.197 3.353E-05
125 125 125 live LinStatic 4.312E-05 5.619E-07 8.197 -3.443E-06
125 125 126 live LinStatic -4.005E-05 -1.598E-05 8.197 1.268E-06
125 125 142 live LinStatic -4.912E-04 -8.969E-05 -8.197 3.353E-05
125 125 141 live LinStatic 4.881E-04 1.051E-04 -8.197 2.888E-05
126 126 126 live LinStatic 3.962E-05 1.702E-05 8.197 -7.630E-06
126 126 127 live LinStatic -3.089E-05 -3.009E-05 8.197 5.786E-06
126 126 143 live LinStatic -4.195E-04 -2.708E-04 -8.197 3.307E-05
126 126 142 live LinStatic 4.107E-04 2.839E-04 -8.197 1.984E-05
127 127 127 live LinStatic 3.009E-05 3.089E-05 8.197 -1.065E-05
127 127 128 live LinStatic -1.702E-05 -3.962E-05 8.197 9.423E-06
127 127 144 live LinStatic -2.839E-04 -4.107E-04 -8.197 2.757E-05
127 127 143 live LinStatic 2.708E-04 4.195E-04 -8.197 7.780E-06
128 128 128 live LinStatic 1.598E-05 4.005E-05 8.197 -1.206E-05
128 128 114 live LinStatic -5.619E-07 -4.312E-05 8.197 1.163E-05
128 128 130 live LinStatic -1.051E-04 -4.881E-04 -8.197 1.788E-05
128 128 144 live LinStatic 8.969E-05 4.912E-04 -8.197 -5.467E-06
129 129 130 live LinStatic 1.051E-04 -3.496E-04 8.197 7.696E-05
129 129 129 live LinStatic -3.669E-05 3.633E-04 8.197 -6.005E-05
129 129 145 live LinStatic -3.556E-04 1.609E-03 -8.197 -1.047E-04
129 129 146 live LinStatic 2.872E-04 -1.623E-03 -8.197 3.461E-05
130 130 129 live LinStatic 2.309E-04 -2.828E-04 8.197 8.216E-05
130 130 131 live LinStatic -1.729E-04 3.216E-04 8.197 -3.400E-05
130 130 147 live LinStatic -9.444E-04 1.351E-03 -8.197 -1.588E-04
130 130 145 live LinStatic 8.864E-04 -1.389E-03 -8.197 -4.074E-05
131 131 131 live LinStatic 3.216E-04 -1.729E-04 8.197 7.485E-05
131 131 132 live LinStatic -2.828E-04 2.309E-04 8.197 -2.768E-06131 131 148 live LinStatic -1.389E-03 8.864E-04 -8.197 -1.888E-04
131 131 147 live LinStatic 1.351E-03 -9.444E-04 -8.197 -1.099E-04
132 132 132 live LinStatic 3.633E-04 -3.669E-05 8.197 5.614E-05
132 132 133 live LinStatic -3.496E-04 1.051E-04 8.197 2.888E-05
132 132 149 live LinStatic -1.623E-03 2.872E-04 -8.197 -1.900E-04
132 132 148 live LinStatic 1.609E-03 -3.556E-04 -8.197 -1.623E-04
133 133 133 live LinStatic 3.496E-04 1.051E-04 8.197 2.888E-05
133 133 134 live LinStatic -3.633E-04 -3.669E-05 8.197 5.614E-05
133 133 150 live LinStatic -1.609E-03 -3.556E-04 -8.197 -1.623E-04
133 133 149 live LinStatic 1.623E-03 2.872E-04 -8.197 -1.900E-04
134 134 134 live LinStatic 2.828E-04 2.309E-04 8.197 -2.768E-06
134 134 135 live LinStatic -3.216E-04 -1.729E-04 8.197 7.485E-05
134 134 151 live LinStatic -1.351E-03 -9.444E-04 -8.197 -1.099E-04134 134 150 live LinStatic 1.389E-03 8.864E-04 -8.197 -1.888E-04
135 135 135 live LinStatic 1.729E-04 3.216E-04 8.197 -3.400E-05
135 135 136 live LinStatic -2.309E-04 -2.828E-04 8.197 8.216E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 58/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 53
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
135 135 152 live LinStatic -8.864E-04 -1.389E-03 -8.197 -4.074E-05
135 135 151 live LinStatic 9.444E-04 1.351E-03 -8.197 -1.588E-04
136 136 136 live LinStatic 3.669E-05 3.633E-04 8.197 -6.005E-05
136 136 137 live LinStatic -1.051E-04 -3.496E-04 8.197 7.696E-05136 136 153 live LinStatic -2.872E-04 -1.623E-03 -8.197 3.461E-05
136 136 152 live LinStatic 3.556E-04 1.609E-03 -8.197 -1.047E-04
137 137 137 live LinStatic -1.051E-04 3.496E-04 8.197 -7.696E-05
137 137 138 live LinStatic 3.669E-05 -3.633E-04 8.197 6.005E-05
137 137 154 live LinStatic 3.556E-04 -1.609E-03 -8.197 1.047E-04
137 137 153 live LinStatic -2.872E-04 1.623E-03 -8.197 -3.461E-05
138 138 138 live LinStatic -2.309E-04 2.828E-04 8.197 -8.216E-05
138 138 139 live LinStatic 1.729E-04 -3.216E-04 8.197 3.400E-05
138 138 155 live LinStatic 9.444E-04 -1.351E-03 -8.197 1.588E-04
138 138 154 live LinStatic -8.864E-04 1.389E-03 -8.197 4.074E-05
139 139 139 live LinStatic -3.216E-04 1.729E-04 8.197 -7.485E-05
139 139 140 live LinStatic 2.828E-04 -2.309E-04 8.197 2.768E-06
139 139 156 live LinStatic 1.389E-03 -8.864E-04 -8.197 1.888E-04
139 139 155 live LinStatic -1.351E-03 9.444E-04 -8.197 1.099E-04
140 140 140 live LinStatic -3.633E-04 3.669E-05 8.197 -5.614E-05
140 140 141 live LinStatic 3.496E-04 -1.051E-04 8.197 -2.888E-05
140 140 157 live LinStatic 1.623E-03 -2.872E-04 -8.197 1.900E-04
140 140 156 live LinStatic -1.609E-03 3.556E-04 -8.197 1.623E-04
141 141 141 live LinStatic -3.496E-04 -1.051E-04 8.197 -2.888E-05
141 141 142 live LinStatic 3.633E-04 3.669E-05 8.197 -5.614E-05
141 141 158 live LinStatic 1.609E-03 3.556E-04 -8.197 1.623E-04
141 141 157 live LinStatic -1.623E-03 -2.872E-04 -8.197 1.900E-04
142 142 142 live LinStatic -2.828E-04 -2.309E-04 8.197 2.768E-06
142 142 143 live LinStatic 3.216E-04 1.729E-04 8.197 -7.485E-05
142 142 159 live LinStatic 1.351E-03 9.444E-04 -8.197 1.099E-04
142 142 158 live LinStatic -1.389E-03 -8.864E-04 -8.197 1.888E-04
143 143 143 live LinStatic -1.729E-04 -3.216E-04 8.197 3.400E-05
143 143 144 live LinStatic 2.309E-04 2.828E-04 8.197 -8.216E-05
143 143 160 live LinStatic 8.864E-04 1.389E-03 -8.197 4.074E-05
143 143 159 live LinStatic -9.444E-04 -1.351E-03 -8.197 1.588E-04
144 144 144 live LinStatic -3.669E-05 -3.633E-04 8.197 6.005E-05
144 144 130 live LinStatic 1.051E-04 3.496E-04 8.197 -7.696E-05
144 144 146 live LinStatic 2.872E-04 1.623E-03 -8.197 -3.461E-05
144 144 160 live LinStatic -3.556E-04 -1.609E-03 -8.197 1.047E-04
145 145 146 live LinStatic -2.872E-04 -5.124E-04 8.197 -2.984E-04
145 145 145 live LinStatic -4.615E-04 3.635E-04 8.197 3.484E-04
145 145 161 live LinStatic 7.411E-04 -1.769E-03 -8.197 5.955E-04
145 145 162 live LinStatic 7.559E-06 1.918E-03 -8.197 -6.378E-05
146 146 145 live LinStatic -6.928E-05 -5.833E-04 8.197 -2.030E-04
146 146 147 live LinStatic -5.654E-04 1.592E-04 8.197 3.453E-04146 146 163 live LinStatic 1.362E-03 -1.351E-03 -8.197 0.0010
146 146 161 live LinStatic -7.272E-04 1.775E-03 -8.197 4.777E-04
147 147 147 live LinStatic 1.592E-04 -5.654E-04 8.197 -7.664E-05
147 147 148 live LinStatic -5.833E-04 -6.928E-05 8.197 2.897E-04
147 147 164 live LinStatic 1.775E-03 -7.272E-04 -8.197 0.0013
147 147 163 live LinStatic -1.351E-03 1.362E-03 -8.197 9.464E-04
148 148 148 live LinStatic 3.635E-04 -4.615E-04 8.197 6.135E-05
148 148 149 live LinStatic -5.124E-04 -2.872E-04 8.197 1.900E-04
148 148 165 live LinStatic 1.918E-03 7.559E-06 -8.197 0.0014
148 148 164 live LinStatic -1.769E-03 7.411E-04 -8.197 0.0013
149 149 149 live LinStatic 5.124E-04 -2.872E-04 8.197 1.900E-04
149 149 150 live LinStatic -3.635E-04 -4.615E-04 8.197 6.135E-05
149 149 166 live LinStatic 1.769E-03 7.411E-04 -8.197 0.0013149 149 165 live LinStatic -1.918E-03 7.559E-06 -8.197 0.0014
150 150 150 live LinStatic 5.833E-04 -6.928E-05 8.197 2.897E-04
150 150 151 live LinStatic -1.592E-04 -5.654E-04 8.197 -7.664E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 59/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 54
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
150 150 167 live LinStatic 1.351E-03 1.362E-03 -8.197 9.464E-04
150 150 166 live LinStatic -1.775E-03 -7.272E-04 -8.197 0.0013
151 151 151 live LinStatic 5.654E-04 1.592E-04 8.197 3.453E-04
151 151 152 live LinStatic 6.928E-05 -5.833E-04 8.197 -2.030E-04151 151 168 live LinStatic 7.272E-04 1.775E-03 -8.197 4.777E-04
151 151 167 live LinStatic -1.362E-03 -1.351E-03 -8.197 0.0010
152 152 152 live LinStatic 4.615E-04 3.635E-04 8.197 3.484E-04
152 152 153 live LinStatic 2.872E-04 -5.124E-04 8.197 -2.984E-04
152 152 169 live LinStatic -7.559E-06 1.918E-03 -8.197 -6.378E-05
152 152 168 live LinStatic -7.411E-04 -1.769E-03 -8.197 5.955E-04
153 153 153 live LinStatic 2.872E-04 5.124E-04 8.197 2.984E-04
153 153 154 live LinStatic 4.615E-04 -3.635E-04 8.197 -3.484E-04
153 153 170 live LinStatic -7.411E-04 1.769E-03 -8.197 -5.955E-04
153 153 169 live LinStatic -7.559E-06 -1.918E-03 -8.197 6.378E-05
154 154 154 live LinStatic 6.928E-05 5.833E-04 8.197 2.030E-04
154 154 155 live LinStatic 5.654E-04 -1.592E-04 8.197 -3.453E-04
154 154 171 live LinStatic -1.362E-03 1.351E-03 -8.197 -0.0010
154 154 170 live LinStatic 7.272E-04 -1.775E-03 -8.197 -4.777E-04
155 155 155 live LinStatic -1.592E-04 5.654E-04 8.197 7.664E-05
155 155 156 live LinStatic 5.833E-04 6.928E-05 8.197 -2.897E-04
155 155 172 live LinStatic -1.775E-03 7.272E-04 -8.197 -0.0013
155 155 171 live LinStatic 1.351E-03 -1.362E-03 -8.197 -9.464E-04
156 156 156 live LinStatic -3.635E-04 4.615E-04 8.197 -6.135E-05
156 156 157 live LinStatic 5.124E-04 2.872E-04 8.197 -1.900E-04
156 156 173 live LinStatic -1.918E-03 -7.559E-06 -8.197 -0.0014
156 156 172 live LinStatic 1.769E-03 -7.411E-04 -8.197 -0.0013
157 157 157 live LinStatic -5.124E-04 2.872E-04 8.197 -1.900E-04
157 157 158 live LinStatic 3.635E-04 4.615E-04 8.197 -6.135E-05
157 157 174 live LinStatic -1.769E-03 -7.411E-04 -8.197 -0.0013
157 157 173 live LinStatic 1.918E-03 -7.559E-06 -8.197 -0.0014
158 158 158 live LinStatic -5.833E-04 6.928E-05 8.197 -2.897E-04
158 158 159 live LinStatic 1.592E-04 5.654E-04 8.197 7.664E-05
158 158 175 live LinStatic -1.351E-03 -1.362E-03 -8.197 -9.464E-04
158 158 174 live LinStatic 1.775E-03 7.272E-04 -8.197 -0.0013
159 159 159 live LinStatic -5.654E-04 -1.592E-04 8.197 -3.453E-04
159 159 160 live LinStatic -6.928E-05 5.833E-04 8.197 2.030E-04
159 159 176 live LinStatic -7.272E-04 -1.775E-03 -8.197 -4.777E-04
159 159 175 live LinStatic 1.362E-03 1.351E-03 -8.197 -0.0010
160 160 160 live LinStatic -4.615E-04 -3.635E-04 8.197 -3.484E-04
160 160 146 live LinStatic -2.872E-04 5.124E-04 8.197 2.984E-04
160 160 162 live LinStatic 7.559E-06 -1.918E-03 -8.197 6.378E-05
160 160 176 live LinStatic 7.411E-04 1.769E-03 -8.197 -5.955E-04
161 161 162 live LinStatic -7.559E-06 8.100E-03 8.197 5.908E-04
161 161 161 live LinStatic 3.093E-03 -7.486E-03 8.197 -0.0011161 161 177 live LinStatic 7.995E-04 -0.012 -8.197 -0.0018
161 161 178 live LinStatic -3.885E-03 0.011 -8.197 -9.782E-05
162 162 161 live LinStatic -3.107E-03 7.481E-03 8.197 9.218E-06
162 162 163 live LinStatic 5.722E-03 -5.733E-03 8.197 -0.0014
162 162 179 live LinStatic 5.362E-03 -0.011 -8.197 -0.0034
162 162 177 live LinStatic -7.978E-03 9.108E-03 -8.197 -0.0020
163 163 163 live LinStatic -5.733E-03 5.722E-03 8.197 -5.737E-04
163 163 164 live LinStatic 7.481E-03 -3.107E-03 8.197 -0.0015
163 163 180 live LinStatic 9.108E-03 -7.978E-03 -8.197 -0.0045
163 163 179 live LinStatic -0.011 5.362E-03 -8.197 -0.0036
164 164 164 live LinStatic -7.486E-03 3.093E-03 8.197 -0.0011
164 164 165 live LinStatic 8.100E-03 -7.559E-06 8.197 -0.0014
164 164 181 live LinStatic 0.011 -3.885E-03 -8.197 -0.0050164 164 180 live LinStatic -0.012 7.995E-04 -8.197 -0.0046
165 165 165 live LinStatic -8.100E-03 -7.559E-06 8.197 -0.0014
165 165 166 live LinStatic 7.486E-03 3.093E-03 8.197 -0.0011
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 60/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 55
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
165 165 182 live LinStatic 0.012 7.995E-04 -8.197 -0.0046
165 165 181 live LinStatic -0.011 -3.885E-03 -8.197 -0.0050
166 166 166 live LinStatic -7.481E-03 -3.107E-03 8.197 -0.0015
166 166 167 live LinStatic 5.733E-03 5.722E-03 8.197 -5.737E-04166 166 183 live LinStatic 0.011 5.362E-03 -8.197 -0.0036
166 166 182 live LinStatic -9.108E-03 -7.978E-03 -8.197 -0.0045
167 167 167 live LinStatic -5.722E-03 -5.733E-03 8.197 -0.0014
167 167 168 live LinStatic 3.107E-03 7.481E-03 8.197 9.218E-06
167 167 184 live LinStatic 7.978E-03 9.108E-03 -8.197 -0.0020
167 167 183 live LinStatic -5.362E-03 -0.011 -8.197 -0.0034
168 168 168 live LinStatic -3.093E-03 -7.486E-03 8.197 -0.0011
168 168 169 live LinStatic 7.559E-06 8.100E-03 8.197 5.908E-04
168 168 185 live LinStatic 3.885E-03 0.011 -8.197 -9.782E-05
168 168 184 live LinStatic -7.995E-04 -0.012 -8.197 -0.0018
169 169 169 live LinStatic 7.559E-06 -8.100E-03 8.197 -5.908E-04
169 169 170 live LinStatic -3.093E-03 7.486E-03 8.197 0.0011
169 169 186 live LinStatic -7.995E-04 0.012 -8.197 0.0018
169 169 185 live LinStatic 3.885E-03 -0.011 -8.197 9.782E-05
170 170 170 live LinStatic 3.107E-03 -7.481E-03 8.197 -9.218E-06
170 170 171 live LinStatic -5.722E-03 5.733E-03 8.197 0.0014
170 170 187 live LinStatic -5.362E-03 0.011 -8.197 0.0034
170 170 186 live LinStatic 7.978E-03 -9.108E-03 -8.197 0.0020
171 171 171 live LinStatic 5.733E-03 -5.722E-03 8.197 5.737E-04
171 171 172 live LinStatic -7.481E-03 3.107E-03 8.197 0.0015
171 171 188 live LinStatic -9.108E-03 7.978E-03 -8.197 0.0045
171 171 187 live LinStatic 0.011 -5.362E-03 -8.197 0.0036
172 172 172 live LinStatic 7.486E-03 -3.093E-03 8.197 0.0011
172 172 173 live LinStatic -8.100E-03 7.559E-06 8.197 0.0014
172 172 189 live LinStatic -0.011 3.885E-03 -8.197 0.0050
172 172 188 live LinStatic 0.012 -7.995E-04 -8.197 0.0046
173 173 173 live LinStatic 8.100E-03 7.559E-06 8.197 0.0014
173 173 174 live LinStatic -7.486E-03 -3.093E-03 8.197 0.0011
173 173 190 live LinStatic -0.012 -7.995E-04 -8.197 0.0046
173 173 189 live LinStatic 0.011 3.885E-03 -8.197 0.0050
174 174 174 live LinStatic 7.481E-03 3.107E-03 8.197 0.0015
174 174 175 live LinStatic -5.733E-03 -5.722E-03 8.197 5.737E-04
174 174 191 live LinStatic -0.011 -5.362E-03 -8.197 0.0036
174 174 190 live LinStatic 9.108E-03 7.978E-03 -8.197 0.0045
175 175 175 live LinStatic 5.722E-03 5.733E-03 8.197 0.0014
175 175 176 live LinStatic -3.107E-03 -7.481E-03 8.197 -9.218E-06
175 175 192 live LinStatic -7.978E-03 -9.108E-03 -8.197 0.0020
175 175 191 live LinStatic 5.362E-03 0.011 -8.197 0.0034
176 176 176 live LinStatic 3.093E-03 7.486E-03 8.197 0.0011
176 176 162 live LinStatic -7.559E-06 -8.100E-03 8.197 -5.908E-04176 176 178 live LinStatic -3.885E-03 -0.011 -8.197 9.782E-05
176 176 192 live LinStatic 7.995E-04 0.012 -8.197 0.0018
177 177 178 live LinStatic 3.885E-03 -0.037 8.197 7.865E-04
177 177 177 live LinStatic -0.010 0.035 8.197 0.0012
177 177 193 live LinStatic -0.014 0.088 -8.197 0.0018
177 177 194 live LinStatic 0.021 -0.087 -8.197 0.0014
178 178 177 live LinStatic 0.018 -0.032 8.197 0.0026
178 178 179 live LinStatic -0.023 0.029 8.197 0.0030
178 178 195 live LinStatic -0.047 0.076 -8.197 0.0047
178 178 193 live LinStatic 0.052 -0.072 -8.197 0.0043
179 179 179 live LinStatic 0.029 -0.023 8.197 0.0041
179 179 180 live LinStatic -0.032 0.018 8.197 0.0043
179 179 196 live LinStatic -0.072 0.052 -8.197 0.0068179 179 195 live LinStatic 0.076 -0.047 -8.197 0.0066
180 180 180 live LinStatic 0.035 -0.010 8.197 0.0049
180 180 181 live LinStatic -0.037 3.885E-03 8.197 0.0050
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 61/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 56
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
180 180 197 live LinStatic -0.087 0.021 -8.197 0.0080
180 180 196 live LinStatic 0.088 -0.014 -8.197 0.0079
181 181 181 live LinStatic 0.037 3.885E-03 8.197 0.0050
181 181 182 live LinStatic -0.035 -0.010 8.197 0.0049181 181 198 live LinStatic -0.088 -0.014 -8.197 0.0079
181 181 197 live LinStatic 0.087 0.021 -8.197 0.0080
182 182 182 live LinStatic 0.032 0.018 8.197 0.0043
182 182 183 live LinStatic -0.029 -0.023 8.197 0.0041
182 182 199 live LinStatic -0.076 -0.047 -8.197 0.0066
182 182 198 live LinStatic 0.072 0.052 -8.197 0.0068
183 183 183 live LinStatic 0.023 0.029 8.197 0.0030
183 183 184 live LinStatic -0.018 -0.032 8.197 0.0026
183 183 200 live LinStatic -0.052 -0.072 -8.197 0.0043
183 183 199 live LinStatic 0.047 0.076 -8.197 0.0047
184 184 184 live LinStatic 0.010 0.035 8.197 0.0012
184 184 185 live LinStatic -3.885E-03 -0.037 8.197 7.865E-04
184 184 201 live LinStatic -0.021 -0.087 -8.197 0.0014
184 184 200 live LinStatic 0.014 0.088 -8.197 0.0018
185 185 185 live LinStatic -3.885E-03 0.037 8.197 -7.865E-04
185 185 186 live LinStatic 0.010 -0.035 8.197 -0.0012
185 185 202 live LinStatic 0.014 -0.088 -8.197 -0.0018
185 185 201 live LinStatic -0.021 0.087 -8.197 -0.0014
186 186 186 live LinStatic -0.018 0.032 8.197 -0.0026
186 186 187 live LinStatic 0.023 -0.029 8.197 -0.0030
186 186 203 live LinStatic 0.047 -0.076 -8.197 -0.0047
186 186 202 live LinStatic -0.052 0.072 -8.197 -0.0043
187 187 187 live LinStatic -0.029 0.023 8.197 -0.0041
187 187 188 live LinStatic 0.032 -0.018 8.197 -0.0043
187 187 204 live LinStatic 0.072 -0.052 -8.197 -0.0068
187 187 203 live LinStatic -0.076 0.047 -8.197 -0.0066
188 188 188 live LinStatic -0.035 0.010 8.197 -0.0049
188 188 189 live LinStatic 0.037 -3.885E-03 8.197 -0.0050
188 188 205 live LinStatic 0.087 -0.021 -8.197 -0.0080
188 188 204 live LinStatic -0.088 0.014 -8.197 -0.0079
189 189 189 live LinStatic -0.037 -3.885E-03 8.197 -0.0050
189 189 190 live LinStatic 0.035 0.010 8.197 -0.0049
189 189 206 live LinStatic 0.088 0.014 -8.197 -0.0079
189 189 205 live LinStatic -0.087 -0.021 -8.197 -0.0080
190 190 190 live LinStatic -0.032 -0.018 8.197 -0.0043
190 190 191 live LinStatic 0.029 0.023 8.197 -0.0041
190 190 207 live LinStatic 0.076 0.047 -8.197 -0.0066
190 190 206 live LinStatic -0.072 -0.052 -8.197 -0.0068
191 191 191 live LinStatic -0.023 -0.029 8.197 -0.0030
191 191 192 live LinStatic 0.018 0.032 8.197 -0.0026191 191 208 live LinStatic 0.052 0.072 -8.197 -0.0043
191 191 207 live LinStatic -0.047 -0.076 -8.197 -0.0047
192 192 192 live LinStatic -0.010 -0.035 8.197 -0.0012
192 192 178 live LinStatic 3.885E-03 0.037 8.197 -7.865E-04
192 192 194 live LinStatic 0.021 0.087 -8.197 -0.0014
192 192 208 live LinStatic -0.014 -0.088 -8.197 -0.0018
193 193 194 live LinStatic -0.021 0.089 8.197 -0.0120
193 193 193 live LinStatic 0.015 -0.090 8.197 0.0081
193 193 209 live LinStatic 0.065 -0.312 -8.197 0.0144
193 193 210 live LinStatic -0.059 0.313 -8.197 -0.0060
194 194 193 live LinStatic -0.053 0.075 8.197 -0.0142
194 194 195 live LinStatic 0.049 -0.078 8.197 0.0029
194 194 211 live LinStatic 0.179 -0.263 -8.197 0.0205194 194 209 live LinStatic -0.175 0.266 -8.197 0.0032
195 195 195 live LinStatic -0.078 0.049 8.197 -0.0141
195 195 196 live LinStatic 0.075 -0.053 8.197 -0.0028
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 62/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 57
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
195 195 212 live LinStatic 0.266 -0.175 -8.197 0.0236
195 195 211 live LinStatic -0.263 0.179 -8.197 0.0120
196 196 196 live LinStatic -0.090 0.015 8.197 -0.0120
196 196 197 live LinStatic 0.089 -0.021 8.197 -0.0080196 196 213 live LinStatic 0.313 -0.059 -8.197 0.0230
196 196 212 live LinStatic -0.312 0.065 -8.197 0.0190
197 197 197 live LinStatic -0.089 -0.021 8.197 -0.0080
197 197 198 live LinStatic 0.090 0.015 8.197 -0.0120
197 197 214 live LinStatic 0.312 0.065 -8.197 0.0190
197 197 213 live LinStatic -0.313 -0.059 -8.197 0.0230
198 198 198 live LinStatic -0.075 -0.053 8.197 -0.0028
198 198 199 live LinStatic 0.078 0.049 8.197 -0.0141
198 198 215 live LinStatic 0.263 0.179 -8.197 0.0120
198 198 214 live LinStatic -0.266 -0.175 -8.197 0.0236
199 199 199 live LinStatic -0.049 -0.078 8.197 0.0029
199 199 200 live LinStatic 0.053 0.075 8.197 -0.0142
199 199 216 live LinStatic 0.175 0.266 -8.197 0.0032
199 199 215 live LinStatic -0.179 -0.263 -8.197 0.0205
200 200 200 live LinStatic -0.015 -0.090 8.197 0.0081
200 200 201 live LinStatic 0.021 0.089 8.197 -0.0120
200 200 217 live LinStatic 0.059 0.313 -8.197 -0.0060
200 200 216 live LinStatic -0.065 -0.312 -8.197 0.0144
201 201 201 live LinStatic 0.021 -0.089 8.197 0.0120
201 201 202 live LinStatic -0.015 0.090 8.197 -0.0081
201 201 218 live LinStatic -0.065 0.312 -8.197 -0.0144
201 201 217 live LinStatic 0.059 -0.313 -8.197 0.0060
202 202 202 live LinStatic 0.053 -0.075 8.197 0.0142
202 202 203 live LinStatic -0.049 0.078 8.197 -0.0029
202 202 219 live LinStatic -0.179 0.263 -8.197 -0.0205
202 202 218 live LinStatic 0.175 -0.266 -8.197 -0.0032
203 203 203 live LinStatic 0.078 -0.049 8.197 0.0141
203 203 204 live LinStatic -0.075 0.053 8.197 0.0028
203 203 220 live LinStatic -0.266 0.175 -8.197 -0.0236
203 203 219 live LinStatic 0.263 -0.179 -8.197 -0.0120
204 204 204 live LinStatic 0.090 -0.015 8.197 0.0120
204 204 205 live LinStatic -0.089 0.021 8.197 0.0080
204 204 221 live LinStatic -0.313 0.059 -8.197 -0.0230
204 204 220 live LinStatic 0.312 -0.065 -8.197 -0.0190
205 205 205 live LinStatic 0.089 0.021 8.197 0.0080
205 205 206 live LinStatic -0.090 -0.015 8.197 0.0120
205 205 222 live LinStatic -0.312 -0.065 -8.197 -0.0190
205 205 221 live LinStatic 0.313 0.059 -8.197 -0.0230
206 206 206 live LinStatic 0.075 0.053 8.197 0.0028
206 206 207 live LinStatic -0.078 -0.049 8.197 0.0141206 206 223 live LinStatic -0.263 -0.179 -8.197 -0.0120
206 206 222 live LinStatic 0.266 0.175 -8.197 -0.0236
207 207 207 live LinStatic 0.049 0.078 8.197 -0.0029
207 207 208 live LinStatic -0.053 -0.075 8.197 0.0142
207 207 224 live LinStatic -0.175 -0.266 -8.197 -0.0032
207 207 223 live LinStatic 0.179 0.263 -8.197 -0.0205
208 208 208 live LinStatic 0.015 0.090 8.197 -0.0081
208 208 194 live LinStatic -0.021 -0.089 8.197 0.0120
208 208 210 live LinStatic -0.059 -0.313 -8.197 0.0060
208 208 224 live LinStatic 0.065 0.312 -8.197 -0.0144
209 209 210 live LinStatic 0.059 8.335E-03 8.197 0.0540
209 209 209 live LinStatic 0.058 0.015 8.197 -0.0587
209 209 225 live LinStatic -0.161 0.502 -8.197 -0.1006209 209 226 live LinStatic 0.043 -0.525 -8.197 0.0142
210 210 209 live LinStatic 0.052 0.030 8.197 0.0411
210 210 211 live LinStatic 0.048 0.036 8.197 -0.0544
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 63/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 58
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
210 210 227 live LinStatic -0.341 0.402 -8.197 -0.1717
210 210 225 live LinStatic 0.241 -0.468 -8.197 -0.0744
211 211 211 live LinStatic 0.036 0.048 8.197 0.0219
211 211 212 live LinStatic 0.030 0.052 8.197 -0.0419211 211 228 live LinStatic -0.468 0.241 -8.197 -0.2167
211 211 227 live LinStatic 0.402 -0.341 -8.197 -0.1517
212 212 212 live LinStatic 0.015 0.058 8.197 -6.167E-04
212 212 213 live LinStatic 8.335E-03 0.059 8.197 -0.0230
212 212 229 live LinStatic -0.525 0.043 -8.197 -0.2287
212 212 228 live LinStatic 0.502 -0.161 -8.197 -0.2059
213 213 213 live LinStatic -8.335E-03 0.059 8.197 -0.0230
213 213 214 live LinStatic -0.015 0.058 8.197 -6.167E-04
213 213 230 live LinStatic -0.502 -0.161 -8.197 -0.2059
213 213 229 live LinStatic 0.525 0.043 -8.197 -0.2287
214 214 214 live LinStatic -0.030 0.052 8.197 -0.0419
214 214 215 live LinStatic -0.036 0.048 8.197 0.0219
214 214 231 live LinStatic -0.402 -0.341 -8.197 -0.1517
214 214 230 live LinStatic 0.468 0.241 -8.197 -0.2167
215 215 215 live LinStatic -0.048 0.036 8.197 -0.0544
215 215 216 live LinStatic -0.052 0.030 8.197 0.0411
215 215 232 live LinStatic -0.241 -0.468 -8.197 -0.0744
215 215 231 live LinStatic 0.341 0.402 -8.197 -0.1717
216 216 216 live LinStatic -0.058 0.015 8.197 -0.0587
216 216 217 live LinStatic -0.059 8.335E-03 8.197 0.0540
216 216 233 live LinStatic -0.043 -0.525 -8.197 0.0142
216 216 232 live LinStatic 0.161 0.502 -8.197 -0.1006
217 217 217 live LinStatic -0.059 -8.335E-03 8.197 -0.0540
217 217 218 live LinStatic -0.058 -0.015 8.197 0.0587
217 217 234 live LinStatic 0.161 -0.502 -8.197 0.1006
217 217 233 live LinStatic -0.043 0.525 -8.197 -0.0142
218 218 218 live LinStatic -0.052 -0.030 8.197 -0.0411
218 218 219 live LinStatic -0.048 -0.036 8.197 0.0544
218 218 235 live LinStatic 0.341 -0.402 -8.197 0.1717
218 218 234 live LinStatic -0.241 0.468 -8.197 0.0744
219 219 219 live LinStatic -0.036 -0.048 8.197 -0.0219
219 219 220 live LinStatic -0.030 -0.052 8.197 0.0419
219 219 236 live LinStatic 0.468 -0.241 -8.197 0.2167
219 219 235 live LinStatic -0.402 0.341 -8.197 0.1517
220 220 220 live LinStatic -0.015 -0.058 8.197 6.167E-04
220 220 221 live LinStatic -8.335E-03 -0.059 8.197 0.0230
220 220 237 live LinStatic 0.525 -0.043 -8.197 0.2287
220 220 236 live LinStatic -0.502 0.161 -8.197 0.2059
221 221 221 live LinStatic 8.335E-03 -0.059 8.197 0.0230
221 221 222 live LinStatic 0.015 -0.058 8.197 6.167E-04221 221 238 live LinStatic 0.502 0.161 -8.197 0.2059
221 221 237 live LinStatic -0.525 -0.043 -8.197 0.2287
222 222 222 live LinStatic 0.030 -0.052 8.197 0.0419
222 222 223 live LinStatic 0.036 -0.048 8.197 -0.0219
222 222 239 live LinStatic 0.402 0.341 -8.197 0.1517
222 222 238 live LinStatic -0.468 -0.241 -8.197 0.2167
223 223 223 live LinStatic 0.048 -0.036 8.197 0.0544
223 223 224 live LinStatic 0.052 -0.030 8.197 -0.0411
223 223 240 live LinStatic 0.241 0.468 -8.197 0.0744
223 223 239 live LinStatic -0.341 -0.402 -8.197 0.1717
224 224 224 live LinStatic 0.058 -0.015 8.197 0.0587
224 224 210 live LinStatic 0.059 -8.335E-03 8.197 -0.0540
224 224 226 live LinStatic 0.043 0.525 -8.197 -0.0142224 224 240 live LinStatic -0.161 -0.502 -8.197 0.1006
225 225 226 live LinStatic -0.043 -1.227 8.197 -0.1295
225 225 225 live LinStatic -0.510 1.117 8.197 0.2072
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 64/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 59
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
225 225 241 live LinStatic 3.098E-04 1.444 -8.197 0.3480
225 225 242 live LinStatic 0.553 -1.334 -8.197 0.0041
226 226 225 live LinStatic 0.429 -1.150 8.197 -0.0322
226 226 227 live LinStatic -0.898 0.837 8.197 0.2533226 226 243 live LinStatic -0.552 1.334 -8.197 0.6471
226 226 241 live LinStatic 1.021 -1.021 -8.197 0.3555
227 227 227 live LinStatic 0.837 -0.898 8.197 0.0701
227 227 228 live LinStatic -1.150 0.429 8.197 0.2609
227 227 244 live LinStatic -1.021 1.021 -8.197 0.8477
227 227 243 live LinStatic 1.334 -0.552 -8.197 0.6528
228 228 228 live LinStatic 1.117 -0.510 8.197 0.1617
228 228 229 live LinStatic -1.227 -0.043 8.197 0.2287
228 228 245 live LinStatic -1.334 0.553 -8.197 0.9192
228 228 244 live LinStatic 1.444 3.098E-04 -8.197 0.8508
229 229 229 live LinStatic 1.227 -0.043 8.197 0.2287
229 229 230 live LinStatic -1.117 -0.510 8.197 0.1617
229 229 246 live LinStatic -1.444 3.098E-04 -8.197 0.8508
229 229 245 live LinStatic 1.334 0.553 -8.197 0.9192
230 230 230 live LinStatic 1.150 0.429 8.197 0.2609
230 230 231 live LinStatic -0.837 -0.898 8.197 0.0701
230 230 247 live LinStatic -1.334 -0.552 -8.197 0.6528
230 230 246 live LinStatic 1.021 1.021 -8.197 0.8477
231 231 231 live LinStatic 0.898 0.837 8.197 0.2533
231 231 232 live LinStatic -0.429 -1.150 8.197 -0.0322
231 231 248 live LinStatic -1.021 -1.021 -8.197 0.3555
231 231 247 live LinStatic 0.552 1.334 -8.197 0.6471
232 232 232 live LinStatic 0.510 1.117 8.197 0.2072
232 232 233 live LinStatic 0.043 -1.227 8.197 -0.1295
232 232 249 live LinStatic -0.553 -1.334 -8.197 0.0041
232 232 248 live LinStatic -3.098E-04 1.444 -8.197 0.3480
233 233 233 live LinStatic 0.043 1.227 8.197 0.1295
233 233 234 live LinStatic 0.510 -1.117 8.197 -0.2072
233 233 250 live LinStatic -3.098E-04 -1.444 -8.197 -0.3480
233 233 249 live LinStatic -0.553 1.334 -8.197 -0.0041
234 234 234 live LinStatic -0.429 1.150 8.197 0.0322
234 234 235 live LinStatic 0.898 -0.837 8.197 -0.2533
234 234 251 live LinStatic 0.552 -1.334 -8.197 -0.6471
234 234 250 live LinStatic -1.021 1.021 -8.197 -0.3555
235 235 235 live LinStatic -0.837 0.898 8.197 -0.0701
235 235 236 live LinStatic 1.150 -0.429 8.197 -0.2609
235 235 252 live LinStatic 1.021 -1.021 -8.197 -0.8477
235 235 251 live LinStatic -1.334 0.552 -8.197 -0.6528
236 236 236 live LinStatic -1.117 0.510 8.197 -0.1617
236 236 237 live LinStatic 1.227 0.043 8.197 -0.2287236 236 253 live LinStatic 1.334 -0.553 -8.197 -0.9192
236 236 252 live LinStatic -1.444 -3.098E-04 -8.197 -0.8508
237 237 237 live LinStatic -1.227 0.043 8.197 -0.2287
237 237 238 live LinStatic 1.117 0.510 8.197 -0.1617
237 237 254 live LinStatic 1.444 -3.098E-04 -8.197 -0.8508
237 237 253 live LinStatic -1.334 -0.553 -8.197 -0.9192
238 238 238 live LinStatic -1.150 -0.429 8.197 -0.2609
238 238 239 live LinStatic 0.837 0.898 8.197 -0.0701
238 238 255 live LinStatic 1.334 0.552 -8.197 -0.6528
238 238 254 live LinStatic -1.021 -1.021 -8.197 -0.8477
239 239 239 live LinStatic -0.898 -0.837 8.197 -0.2533
239 239 240 live LinStatic 0.429 1.150 8.197 0.0322
239 239 256 live LinStatic 1.021 1.021 -8.197 -0.3555239 239 255 live LinStatic -0.552 -1.334 -8.197 -0.6471
240 240 240 live LinStatic -0.510 -1.117 8.197 -0.2072
240 240 226 live LinStatic -0.043 1.227 8.197 0.1295
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 65/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 60
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
240 240 242 live LinStatic 0.553 1.334 -8.197 -0.0041
240 240 256 live LinStatic 3.098E-04 -1.444 -8.197 -0.3480
241 241 242 live LinStatic -0.553 6.455 8.197 -0.0212
241 241 241 live LinStatic 1.959 -6.175 8.197 -0.3321241 241 257 live LinStatic 2.127 -14.368 -8.197 -0.5303
241 241 258 live LinStatic -3.533 14.088 -8.197 -0.2093
242 242 241 live LinStatic -2.981 5.752 8.197 -0.3714
242 242 243 live LinStatic 4.173 -4.955 8.197 -0.6350
242 242 259 live LinStatic 7.463 -12.460 -8.197 -1.1892
242 242 257 live LinStatic -8.656 11.663 -8.197 -0.9171
243 243 243 live LinStatic -4.955 4.173 8.197 -0.6650
243 243 244 live LinStatic 5.752 -2.981 8.197 -0.8411
243 243 260 live LinStatic 11.663 -8.656 -8.197 -1.6670
243 243 259 live LinStatic -12.460 7.463 -8.197 -1.4852
244 244 244 live LinStatic -6.175 1.959 8.197 -0.8573
244 244 245 live LinStatic 6.455 -0.553 8.197 -0.9192
244 244 261 live LinStatic 14.088 -3.533 -8.197 -1.8911
244 244 260 live LinStatic -14.368 2.127 -8.197 -1.8272
245 245 245 live LinStatic -6.455 -0.553 8.197 -0.9192
245 245 246 live LinStatic 6.175 1.959 8.197 -0.8573
245 245 262 live LinStatic 14.368 2.127 -8.197 -1.8272
245 245 261 live LinStatic -14.088 -3.533 -8.197 -1.8911
246 246 246 live LinStatic -5.752 -2.981 8.197 -0.8411
246 246 247 live LinStatic 4.955 4.173 8.197 -0.6650
246 246 263 live LinStatic 12.460 7.463 -8.197 -1.4852
246 246 262 live LinStatic -11.663 -8.656 -8.197 -1.6670
247 247 247 live LinStatic -4.173 -4.955 8.197 -0.6350
247 247 248 live LinStatic 2.981 5.752 8.197 -0.3714
247 247 264 live LinStatic 8.656 11.663 -8.197 -0.9171
247 247 263 live LinStatic -7.463 -12.460 -8.197 -1.1892
248 248 248 live LinStatic -1.959 -6.175 8.197 -0.3321
248 248 249 live LinStatic 0.553 6.455 8.197 -0.0212
248 248 265 live LinStatic 3.533 14.088 -8.197 -0.2093
248 248 264 live LinStatic -2.127 -14.368 -8.197 -0.5303
249 249 249 live LinStatic 0.553 -6.455 8.197 0.0212
249 249 250 live LinStatic -1.959 6.175 8.197 0.3321
249 249 266 live LinStatic -2.127 14.368 -8.197 0.5303
249 249 265 live LinStatic 3.533 -14.088 -8.197 0.2093
250 250 250 live LinStatic 2.981 -5.752 8.197 0.3714
250 250 251 live LinStatic -4.173 4.955 8.197 0.6350
250 250 267 live LinStatic -7.463 12.460 -8.197 1.1892
250 250 266 live LinStatic 8.656 -11.663 -8.197 0.9171
251 251 251 live LinStatic 4.955 -4.173 8.197 0.6650
251 251 252 live LinStatic -5.752 2.981 8.197 0.8411251 251 268 live LinStatic -11.663 8.656 -8.197 1.6670
251 251 267 live LinStatic 12.460 -7.463 -8.197 1.4852
252 252 252 live LinStatic 6.175 -1.959 8.197 0.8573
252 252 253 live LinStatic -6.455 0.553 8.197 0.9192
252 252 269 live LinStatic -14.088 3.533 -8.197 1.8911
252 252 268 live LinStatic 14.368 -2.127 -8.197 1.8272
253 253 253 live LinStatic 6.455 0.553 8.197 0.9192
253 253 254 live LinStatic -6.175 -1.959 8.197 0.8573
253 253 270 live LinStatic -14.368 -2.127 -8.197 1.8272
253 253 269 live LinStatic 14.088 3.533 -8.197 1.8911
254 254 254 live LinStatic 5.752 2.981 8.197 0.8411
254 254 255 live LinStatic -4.955 -4.173 8.197 0.6650
254 254 271 live LinStatic -12.460 -7.463 -8.197 1.4852254 254 270 live LinStatic 11.663 8.656 -8.197 1.6670
255 255 255 live LinStatic 4.173 4.955 8.197 0.6350
255 255 256 live LinStatic -2.981 -5.752 8.197 0.3714
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 66/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 61
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
255 255 272 live LinStatic -8.656 -11.663 -8.197 0.9171
255 255 271 live LinStatic 7.463 12.460 -8.197 1.1892
256 256 256 live LinStatic 1.959 6.175 8.197 0.3321
256 256 242 live LinStatic -0.553 -6.455 8.197 0.0212256 256 258 live LinStatic -3.533 -14.088 -8.197 0.2093
256 256 272 live LinStatic 2.127 14.368 -8.197 0.5303
257 257 258 live LinStatic 3.533 14.279 8.197 0.3821
257 257 257 live LinStatic 8.729 -11.840 8.197 0.3707
257 257 273 live LinStatic -5.891 -6.026 -7.497 -0.2222
257 257 274 live LinStatic -7.749 3.313 -7.497 0.7791
258 258 257 live LinStatic -2.200 14.545 8.197 1.0767
258 258 259 live LinStatic 12.596 -7.599 8.197 1.0670
258 258 275 live LinStatic -3.136 -7.822 -7.497 0.3685
258 258 273 live LinStatic -8.427 0.096 -7.497 1.2173
259 259 259 live LinStatic -7.599 12.596 8.197 1.6074
259 259 260 live LinStatic 14.545 -2.200 8.197 1.6009
259 259 276 live LinStatic 0.096 -8.427 -7.497 0.9031
259 259 275 live LinStatic -7.822 -3.136 -7.497 1.4702
260 260 260 live LinStatic -11.840 8.729 8.197 1.8933
260 260 261 live LinStatic 14.279 3.533 8.197 1.8911
260 260 277 live LinStatic 3.313 -7.749 -7.497 1.3002
260 260 276 live LinStatic -6.026 -5.891 -7.497 1.4993
261 261 261 live LinStatic -14.279 3.533 8.197 1.8911
261 261 262 live LinStatic 11.840 8.729 8.197 1.8933
261 261 278 live LinStatic 6.026 -5.891 -7.497 1.4993
261 261 277 live LinStatic -3.313 -7.749 -7.497 1.3002
262 262 262 live LinStatic -14.545 -2.200 8.197 1.6009
262 262 263 live LinStatic 7.599 12.596 8.197 1.6074
262 262 279 live LinStatic 7.822 -3.136 -7.497 1.4702
262 262 278 live LinStatic -0.096 -8.427 -7.497 0.9031
263 263 263 live LinStatic -12.596 -7.599 8.197 1.0670
263 263 264 live LinStatic 2.200 14.545 8.197 1.0767
263 263 280 live LinStatic 8.427 0.096 -7.497 1.2173
263 263 279 live LinStatic 3.136 -7.822 -7.497 0.3685
264 264 264 live LinStatic -8.729 -11.840 8.197 0.3707
264 264 265 live LinStatic -3.533 14.279 8.197 0.3821
264 264 281 live LinStatic 7.749 3.313 -7.497 0.7791
264 264 280 live LinStatic 5.891 -6.026 -7.497 -0.2222
265 265 265 live LinStatic -3.533 -14.279 8.197 -0.3821
265 265 266 live LinStatic -8.729 11.840 8.197 -0.3707
265 265 282 live LinStatic 5.891 6.026 -7.497 0.2222
265 265 281 live LinStatic 7.749 -3.313 -7.497 -0.7791
266 266 266 live LinStatic 2.200 -14.545 8.197 -1.0767
266 266 267 live LinStatic -12.596 7.599 8.197 -1.0670266 266 283 live LinStatic 3.136 7.822 -7.497 -0.3685
266 266 282 live LinStatic 8.427 -0.096 -7.497 -1.2173
267 267 267 live LinStatic 7.599 -12.596 8.197 -1.6074
267 267 268 live LinStatic -14.545 2.200 8.197 -1.6009
267 267 284 live LinStatic -0.096 8.427 -7.497 -0.9031
267 267 283 live LinStatic 7.822 3.136 -7.497 -1.4702
268 268 268 live LinStatic 11.840 -8.729 8.197 -1.8933
268 268 269 live LinStatic -14.279 -3.533 8.197 -1.8911
268 268 285 live LinStatic -3.313 7.749 -7.497 -1.3002
268 268 284 live LinStatic 6.026 5.891 -7.497 -1.4993
269 269 269 live LinStatic 14.279 -3.533 8.197 -1.8911
269 269 270 live LinStatic -11.840 -8.729 8.197 -1.8933
269 269 286 live LinStatic -6.026 5.891 -7.497 -1.4993269 269 285 live LinStatic 3.313 7.749 -7.497 -1.3002
270 270 270 live LinStatic 14.545 2.200 8.197 -1.6009
270 270 271 live LinStatic -7.599 -12.596 8.197 -1.6074
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 67/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 62
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
270 270 287 live LinStatic -7.822 3.136 -7.497 -1.4702
270 270 286 live LinStatic 0.096 8.427 -7.497 -0.9031
271 271 271 live LinStatic 12.596 7.599 8.197 -1.0670
271 271 272 live LinStatic -2.200 -14.545 8.197 -1.0767271 271 288 live LinStatic -8.427 -0.096 -7.497 -1.2173
271 271 287 live LinStatic -3.136 7.822 -7.497 -0.3685
272 272 272 live LinStatic 8.729 11.840 8.197 -0.3707
272 272 258 live LinStatic 3.533 -14.279 8.197 -0.3821
272 272 274 live LinStatic -7.749 -3.313 -7.497 -0.7791
272 272 288 live LinStatic -5.891 6.026 -7.497 0.2222
273 273 274 live LinStatic 7.749 -3.425 7.497 0.3221
273 273 273 live LinStatic 5.848 6.130 7.497 -0.7951
273 273 289 live LinStatic -8.781 3.643 -6.531 -0.5239
273 273 290 live LinStatic -6.719 -6.726 -6.531 0.5962
274 274 273 live LinStatic 8.470 -0.199 7.497 -0.2000
274 274 275 live LinStatic 3.057 7.901 7.497 -1.1471
274 274 291 live LinStatic -9.507 5.212E-03 -6.531 -0.3719
274 274 289 live LinStatic -3.633 -8.785 -6.531 0.5776
275 275 275 live LinStatic 7.901 3.057 7.497 -0.6916
275 275 276 live LinStatic -0.199 8.470 7.497 -1.3245
275 275 292 live LinStatic -8.785 -3.633 -6.531 -0.1633
275 275 291 live LinStatic 5.212E-03 -9.507 -6.531 0.4712
276 276 276 live LinStatic 6.130 5.848 7.497 -1.0780
276 276 277 live LinStatic -3.425 7.749 7.497 -1.3002
276 276 293 live LinStatic -6.726 -6.719 -6.531 0.0702
276 276 292 live LinStatic 3.643 -8.781 -6.531 0.2930
277 277 277 live LinStatic 3.425 7.749 7.497 -1.3002
277 277 278 live LinStatic -6.130 5.848 7.497 -1.0780
277 277 294 live LinStatic -3.643 -8.781 -6.531 0.2930
277 277 293 live LinStatic 6.726 -6.719 -6.531 0.0702
278 278 278 live LinStatic 0.199 8.470 7.497 -1.3245
278 278 279 live LinStatic -7.901 3.057 7.497 -0.6916
278 278 295 live LinStatic -5.212E-03 -9.507 -6.531 0.4712
278 278 294 live LinStatic 8.785 -3.633 -6.531 -0.1633
279 279 279 live LinStatic -3.057 7.901 7.497 -1.1471
279 279 280 live LinStatic -8.470 -0.199 7.497 -0.2000
279 279 296 live LinStatic 3.633 -8.785 -6.531 0.5776
279 279 295 live LinStatic 9.507 5.212E-03 -6.531 -0.3719
280 280 280 live LinStatic -5.848 6.130 7.497 -0.7951
280 280 281 live LinStatic -7.749 -3.425 7.497 0.3221
280 280 297 live LinStatic 6.719 -6.726 -6.531 0.5962
280 280 296 live LinStatic 8.781 3.643 -6.531 -0.5239
281 281 281 live LinStatic -7.749 3.425 7.497 -0.3221
281 281 282 live LinStatic -5.848 -6.130 7.497 0.7951281 281 298 live LinStatic 8.781 -3.643 -6.531 0.5239
281 281 297 live LinStatic 6.719 6.726 -6.531 -0.5962
282 282 282 live LinStatic -8.470 0.199 7.497 0.2000
282 282 283 live LinStatic -3.057 -7.901 7.497 1.1471
282 282 299 live LinStatic 9.507 -5.212E-03 -6.531 0.3719
282 282 298 live LinStatic 3.633 8.785 -6.531 -0.5776
283 283 283 live LinStatic -7.901 -3.057 7.497 0.6916
283 283 284 live LinStatic 0.199 -8.470 7.497 1.3245
283 283 300 live LinStatic 8.785 3.633 -6.531 0.1633
283 283 299 live LinStatic -5.212E-03 9.507 -6.531 -0.4712
284 284 284 live LinStatic -6.130 -5.848 7.497 1.0780
284 284 285 live LinStatic 3.425 -7.749 7.497 1.3002
284 284 301 live LinStatic 6.726 6.719 -6.531 -0.0702284 284 300 live LinStatic -3.643 8.781 -6.531 -0.2930
285 285 285 live LinStatic -3.425 -7.749 7.497 1.3002
285 285 286 live LinStatic 6.130 -5.848 7.497 1.0780
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 68/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 63
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
285 285 302 live LinStatic 3.643 8.781 -6.531 -0.2930
285 285 301 live LinStatic -6.726 6.719 -6.531 -0.0702
286 286 286 live LinStatic -0.199 -8.470 7.497 1.3245
286 286 287 live LinStatic 7.901 -3.057 7.497 0.6916286 286 303 live LinStatic 5.212E-03 9.507 -6.531 -0.4712
286 286 302 live LinStatic -8.785 3.633 -6.531 0.1633
287 287 287 live LinStatic 3.057 -7.901 7.497 1.1471
287 287 288 live LinStatic 8.470 0.199 7.497 0.2000
287 287 304 live LinStatic -3.633 8.785 -6.531 -0.5776
287 287 303 live LinStatic -9.507 -5.212E-03 -6.531 0.3719
288 288 288 live LinStatic 5.848 -6.130 7.497 0.7951
288 288 274 live LinStatic 7.749 3.425 7.497 -0.3221
288 288 290 live LinStatic -6.719 6.726 -6.531 -0.5962
288 288 304 live LinStatic -8.781 -3.643 -6.531 0.5239
289 289 290 live LinStatic 6.719 -6.325 6.531 0.5006
289 289 289 live LinStatic 3.787 8.415 6.531 -0.4894
289 289 305 live LinStatic -7.797 5.402 -5.298 -0.4916
289 289 306 live LinStatic -5.136 -7.975 -5.298 0.4408
290 290 289 live LinStatic 8.628 -3.272 6.531 0.4357
290 290 291 live LinStatic 0.278 9.223 6.531 -0.4036
290 290 307 live LinStatic -9.271 2.007 -5.298 -0.4676
290 290 305 live LinStatic -1.693 -9.333 -5.298 0.3228
291 291 291 live LinStatic 9.223 0.278 6.531 0.3044
291 291 292 live LinStatic -3.272 8.628 6.531 -0.2564
291 291 308 live LinStatic -9.333 -1.693 -5.298 -0.3725
291 291 307 live LinStatic 2.007 -9.271 -5.298 0.1557
292 292 292 live LinStatic 8.415 3.787 6.531 0.1267
292 292 293 live LinStatic -6.325 6.719 6.531 -0.0702
292 292 309 live LinStatic -7.975 -5.136 -5.298 -0.2206
292 292 308 live LinStatic 5.402 -7.797 -5.298 -0.0351
293 293 293 live LinStatic 6.325 6.719 6.531 -0.0702
293 293 294 live LinStatic -8.415 3.787 6.531 0.1267
293 293 310 live LinStatic -5.402 -7.797 -5.298 -0.0351
293 293 309 live LinStatic 7.975 -5.136 -5.298 -0.2206
294 294 294 live LinStatic 3.272 8.628 6.531 -0.2564
294 294 295 live LinStatic -9.223 0.278 6.531 0.3044
294 294 311 live LinStatic -2.007 -9.271 -5.298 0.1557
294 294 310 live LinStatic 9.333 -1.693 -5.298 -0.3725
295 295 295 live LinStatic -0.278 9.223 6.531 -0.4036
295 295 296 live LinStatic -8.628 -3.272 6.531 0.4357
295 295 312 live LinStatic 1.693 -9.333 -5.298 0.3228
295 295 311 live LinStatic 9.271 2.007 -5.298 -0.4676
296 296 296 live LinStatic -3.787 8.415 6.531 -0.4894
296 296 297 live LinStatic -6.719 -6.325 6.531 0.5006296 296 313 live LinStatic 5.136 -7.975 -5.298 0.4408
296 296 312 live LinStatic 7.797 5.402 -5.298 -0.4916
297 297 297 live LinStatic -6.719 6.325 6.531 -0.5006
297 297 298 live LinStatic -3.787 -8.415 6.531 0.4894
297 297 314 live LinStatic 7.797 -5.402 -5.298 0.4916
297 297 313 live LinStatic 5.136 7.975 -5.298 -0.4408
298 298 298 live LinStatic -8.628 3.272 6.531 -0.4357
298 298 299 live LinStatic -0.278 -9.223 6.531 0.4036
298 298 315 live LinStatic 9.271 -2.007 -5.298 0.4676
298 298 314 live LinStatic 1.693 9.333 -5.298 -0.3228
299 299 299 live LinStatic -9.223 -0.278 6.531 -0.3044
299 299 300 live LinStatic 3.272 -8.628 6.531 0.2564
299 299 316 live LinStatic 9.333 1.693 -5.298 0.3725299 299 315 live LinStatic -2.007 9.271 -5.298 -0.1557
300 300 300 live LinStatic -8.415 -3.787 6.531 -0.1267
300 300 301 live LinStatic 6.325 -6.719 6.531 0.0702
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 69/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 64
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
300 300 317 live LinStatic 7.975 5.136 -5.298 0.2206
300 300 316 live LinStatic -5.402 7.797 -5.298 0.0351
301 301 301 live LinStatic -6.325 -6.719 6.531 0.0702
301 301 302 live LinStatic 8.415 -3.787 6.531 -0.1267301 301 318 live LinStatic 5.402 7.797 -5.298 0.0351
301 301 317 live LinStatic -7.975 5.136 -5.298 0.2206
302 302 302 live LinStatic -3.272 -8.628 6.531 0.2564
302 302 303 live LinStatic 9.223 -0.278 6.531 -0.3044
302 302 319 live LinStatic 2.007 9.271 -5.298 -0.1557
302 302 318 live LinStatic -9.333 1.693 -5.298 0.3725
303 303 303 live LinStatic 0.278 -9.223 6.531 0.4036
303 303 304 live LinStatic 8.628 3.272 6.531 -0.4357
303 303 320 live LinStatic -1.693 9.333 -5.298 -0.3228
303 303 319 live LinStatic -9.271 -2.007 -5.298 0.4676
304 304 304 live LinStatic 3.787 -8.415 6.531 0.4894
304 304 290 live LinStatic 6.719 6.325 6.531 -0.5006
304 304 306 live LinStatic -5.136 7.975 -5.298 -0.4408
304 304 320 live LinStatic -7.797 -5.402 -5.298 0.4916
305 305 306 live LinStatic 5.136 -7.271 5.298 0.5276
305 305 305 live LinStatic 1.963 8.683 5.298 -0.4030
305 305 321 live LinStatic -6.552 6.672 -3.799 -0.3912
305 305 322 live LinStatic -3.500 -8.672 -3.799 0.4789
306 306 305 live LinStatic 7.528 -4.752 5.298 0.5719
306 306 307 live LinStatic -1.510 8.773 5.298 -0.2171
306 306 323 live LinStatic -8.606 3.657 -3.799 -0.2440
306 306 321 live LinStatic 0.085 -9.351 -3.799 0.4936
307 307 307 live LinStatic 8.773 -1.510 5.298 0.5291
307 307 308 live LinStatic -4.752 7.528 5.298 0.0019
307 307 324 live LinStatic -9.351 0.085 -3.799 -0.0596
307 307 323 live LinStatic 3.657 -8.606 -3.799 0.4332
308 308 308 live LinStatic 8.683 1.963 5.298 0.4057
308 308 309 live LinStatic -7.271 5.136 5.298 0.2206
308 308 325 live LinStatic -8.672 -3.500 -3.799 0.1338
308 308 324 live LinStatic 6.672 -6.552 -3.799 0.3069
309 309 309 live LinStatic 7.271 5.136 5.298 0.2206
309 309 310 live LinStatic -8.683 1.963 5.298 0.4057
309 309 326 live LinStatic -6.672 -6.552 -3.799 0.3069
309 309 325 live LinStatic 8.672 -3.500 -3.799 0.1338
310 310 310 live LinStatic 4.752 7.528 5.298 0.0019
310 310 311 live LinStatic -8.773 -1.510 5.298 0.5291
310 310 327 live LinStatic -3.657 -8.606 -3.799 0.4332
310 310 326 live LinStatic 9.351 0.085 -3.799 -0.0596
311 311 311 live LinStatic 1.510 8.773 5.298 -0.2171
311 311 312 live LinStatic -7.528 -4.752 5.298 0.5719311 311 328 live LinStatic -0.085 -9.351 -3.799 0.4936
311 311 327 live LinStatic 8.606 3.657 -3.799 -0.2440
312 312 312 live LinStatic -1.963 8.683 5.298 -0.4030
312 312 313 live LinStatic -5.136 -7.271 5.298 0.5276
312 312 329 live LinStatic 3.500 -8.672 -3.799 0.4789
312 312 328 live LinStatic 6.552 6.672 -3.799 -0.3912
313 313 313 live LinStatic -5.136 7.271 5.298 -0.5276
313 313 314 live LinStatic -1.963 -8.683 5.298 0.4030
313 313 330 live LinStatic 6.552 -6.672 -3.799 0.3912
313 313 329 live LinStatic 3.500 8.672 -3.799 -0.4789
314 314 314 live LinStatic -7.528 4.752 5.298 -0.5719
314 314 315 live LinStatic 1.510 -8.773 5.298 0.2171
314 314 331 live LinStatic 8.606 -3.657 -3.799 0.2440314 314 330 live LinStatic -0.085 9.351 -3.799 -0.4936
315 315 315 live LinStatic -8.773 1.510 5.298 -0.5291
315 315 316 live LinStatic 4.752 -7.528 5.298 -0.0019
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 70/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 65
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
315 315 332 live LinStatic 9.351 -0.085 -3.799 0.0596
315 315 331 live LinStatic -3.657 8.606 -3.799 -0.4332
316 316 316 live LinStatic -8.683 -1.963 5.298 -0.4057
316 316 317 live LinStatic 7.271 -5.136 5.298 -0.2206316 316 333 live LinStatic 8.672 3.500 -3.799 -0.1338
316 316 332 live LinStatic -6.672 6.552 -3.799 -0.3069
317 317 317 live LinStatic -7.271 -5.136 5.298 -0.2206
317 317 318 live LinStatic 8.683 -1.963 5.298 -0.4057
317 317 334 live LinStatic 6.672 6.552 -3.799 -0.3069
317 317 333 live LinStatic -8.672 3.500 -3.799 -0.1338
318 318 318 live LinStatic -4.752 -7.528 5.298 -0.0019
318 318 319 live LinStatic 8.773 1.510 5.298 -0.5291
318 318 335 live LinStatic 3.657 8.606 -3.799 -0.4332
318 318 334 live LinStatic -9.351 -0.085 -3.799 0.0596
319 319 319 live LinStatic -1.510 -8.773 5.298 0.2171
319 319 320 live LinStatic 7.528 4.752 5.298 -0.5719
319 319 336 live LinStatic 0.085 9.351 -3.799 -0.4936
319 319 335 live LinStatic -8.606 -3.657 -3.799 0.2440
320 320 320 live LinStatic 1.963 -8.683 5.298 0.4030
320 320 306 live LinStatic 5.136 7.271 5.298 -0.5276
320 320 322 live LinStatic -3.500 8.672 -3.799 -0.4789
320 320 336 live LinStatic -6.552 -6.672 -3.799 0.3912
321 321 322 live LinStatic 3.500 -8.577 3.799 0.4325
321 321 321 live LinStatic -0.049 9.264 3.799 -0.4508
321 321 337 live LinStatic -5.104 7.555 -2.033 -0.2090
321 321 338 live LinStatic -1.824 -8.933 -2.033 0.5429
322 322 321 live LinStatic 6.516 -6.585 3.799 0.3484
322 322 323 live LinStatic -3.590 8.540 3.799 -0.4005
322 322 339 live LinStatic -7.607 5.027 -2.033 0.1568
322 322 337 live LinStatic 1.733 -8.951 -2.033 0.7942
323 323 323 live LinStatic 8.540 -3.590 3.799 0.2112
323 323 324 live LinStatic -6.585 6.516 3.799 -0.2891
323 323 340 live LinStatic -8.951 1.733 -2.033 0.4987
323 323 339 live LinStatic 5.027 -7.607 -2.033 0.9246
324 324 324 live LinStatic 9.264 -0.049 3.799 0.0419
324 324 325 live LinStatic -8.577 3.500 3.799 -0.1338
324 324 341 live LinStatic -8.933 -1.824 -2.033 0.7647
324 324 340 live LinStatic 7.555 -5.104 -2.033 0.9143
325 325 325 live LinStatic 8.577 3.500 3.799 -0.1338
325 325 326 live LinStatic -9.264 -0.049 3.799 0.0419
325 325 342 live LinStatic -7.555 -5.104 -2.033 0.9143
325 325 341 live LinStatic 8.933 -1.824 -2.033 0.7647
326 326 326 live LinStatic 6.585 6.516 3.799 -0.2891
326 326 327 live LinStatic -8.540 -3.590 3.799 0.2112326 326 343 live LinStatic -5.027 -7.607 -2.033 0.9246
326 326 342 live LinStatic 8.951 1.733 -2.033 0.4987
327 327 327 live LinStatic 3.590 8.540 3.799 -0.4005
327 327 328 live LinStatic -6.516 -6.585 3.799 0.3484
327 327 344 live LinStatic -1.733 -8.951 -2.033 0.7942
327 327 343 live LinStatic 7.607 5.027 -2.033 0.1568
328 328 328 live LinStatic 0.049 9.264 3.799 -0.4508
328 328 329 live LinStatic -3.500 -8.577 3.799 0.4325
328 328 345 live LinStatic 1.824 -8.933 -2.033 0.5429
328 328 344 live LinStatic 5.104 7.555 -2.033 -0.2090
329 329 329 live LinStatic -3.500 8.577 3.799 -0.4325
329 329 330 live LinStatic 0.049 -9.264 3.799 0.4508
329 329 346 live LinStatic 5.104 -7.555 -2.033 0.2090329 329 345 live LinStatic 1.824 8.933 -2.033 -0.5429
330 330 330 live LinStatic -6.516 6.585 3.799 -0.3484
330 330 331 live LinStatic 3.590 -8.540 3.799 0.4005
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 71/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 66
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
330 330 347 live LinStatic 7.607 -5.027 -2.033 -0.1568
330 330 346 live LinStatic -1.733 8.951 -2.033 -0.7942
331 331 331 live LinStatic -8.540 3.590 3.799 -0.2112
331 331 332 live LinStatic 6.585 -6.516 3.799 0.2891331 331 348 live LinStatic 8.951 -1.733 -2.033 -0.4987
331 331 347 live LinStatic -5.027 7.607 -2.033 -0.9246
332 332 332 live LinStatic -9.264 0.049 3.799 -0.0419
332 332 333 live LinStatic 8.577 -3.500 3.799 0.1338
332 332 349 live LinStatic 8.933 1.824 -2.033 -0.7647
332 332 348 live LinStatic -7.555 5.104 -2.033 -0.9143
333 333 333 live LinStatic -8.577 -3.500 3.799 0.1338
333 333 334 live LinStatic 9.264 0.049 3.799 -0.0419
333 333 350 live LinStatic 7.555 5.104 -2.033 -0.9143
333 333 349 live LinStatic -8.933 1.824 -2.033 -0.7647
334 334 334 live LinStatic -6.585 -6.516 3.799 0.2891
334 334 335 live LinStatic 8.540 3.590 3.799 -0.2112
334 334 351 live LinStatic 5.027 7.607 -2.033 -0.9246
334 334 350 live LinStatic -8.951 -1.733 -2.033 -0.4987
335 335 335 live LinStatic -3.590 -8.540 3.799 0.4005
335 335 336 live LinStatic 6.516 6.585 3.799 -0.3484
335 335 352 live LinStatic 1.733 8.951 -2.033 -0.7942
335 335 351 live LinStatic -7.607 -5.027 -2.033 -0.1568
336 336 336 live LinStatic -0.049 -9.264 3.799 0.4508
336 336 322 live LinStatic 3.500 8.577 3.799 -0.4325
336 336 338 live LinStatic -1.824 8.933 -2.033 -0.5429
336 336 352 live LinStatic -5.104 -7.555 -2.033 0.2090
337 337 338 live LinStatic 1.824 -8.446 2.033 0.4060
337 337 337 live LinStatic -1.547 8.501 2.033 -0.6677
337 337 353 live LinStatic -3.532 6.570 -1.496E-13 -0.4029
337 337 354 live LinStatic -0.749 -7.421 -6.661E-15 0.5553
338 338 337 live LinStatic 4.918 -7.105 2.033 0.0825
338 338 339 live LinStatic -4.682 7.262 2.033 -0.8278
338 338 355 live LinStatic -5.777 4.718 -1.980E-14 -0.1892
338 338 353 live LinStatic 2.148 -7.143 -1.221E-13 0.6232
339 339 339 live LinStatic 7.262 -4.682 2.033 -0.2536
339 339 340 live LinStatic -7.105 4.918 2.033 -0.8618
339 339 356 live LinStatic -7.143 2.148 -2.046E-14 0.0534
339 339 355 live LinStatic 4.718 -5.777 -1.185E-13 0.5962
340 340 340 live LinStatic 8.501 -1.547 2.033 -0.5511
340 340 341 live LinStatic -8.446 1.824 2.033 -0.7647
340 340 357 live LinStatic -7.421 -0.749 -2.118E-13 0.2878
340 340 356 live LinStatic 6.570 -3.532 -1.265E-13 0.4784
341 341 341 live LinStatic 8.446 1.824 2.033 -0.7647
341 341 342 live LinStatic -8.501 -1.547 2.033 -0.5511341 341 358 live LinStatic -6.570 -3.532 2.040E-13 0.4784
341 341 357 live LinStatic 7.421 -0.749 -5.143E-14 0.2878
342 342 342 live LinStatic 7.105 4.918 2.033 -0.8618
342 342 343 live LinStatic -7.262 -4.682 2.033 -0.2536
342 342 359 live LinStatic -4.718 -5.777 1.232E-13 0.5962
342 342 358 live LinStatic 7.143 2.148 6.501E-14 0.0534
343 343 343 live LinStatic 4.682 7.262 2.033 -0.8278
343 343 344 live LinStatic -4.918 -7.105 2.033 0.0825
343 343 360 live LinStatic -2.148 -7.143 4.675E-14 0.6232
343 343 359 live LinStatic 5.777 4.718 -2.494E-14 -0.1892
344 344 344 live LinStatic 1.547 8.501 2.033 -0.6677
344 344 345 live LinStatic -1.824 -8.446 2.033 0.4060
344 344 361 live LinStatic 0.749 -7.421 1.135E-13 0.5553344 344 360 live LinStatic 3.532 6.570 7.145E-14 -0.4029
345 345 345 live LinStatic -1.824 8.446 2.033 -0.4060
345 345 346 live LinStatic 1.547 -8.501 2.033 0.6677
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 72/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 67
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
345 345 362 live LinStatic 3.532 -6.570 7.797E-14 0.4029
345 345 361 live LinStatic 0.749 7.421 2.989E-13 -0.5553
346 346 346 live LinStatic -4.918 7.105 2.033 -0.0825
346 346 347 live LinStatic 4.682 -7.262 2.033 0.8278346 346 363 live LinStatic 5.777 -4.718 5.297E-14 0.1892
346 346 362 live LinStatic -2.148 7.143 4.360E-14 -0.6232
347 347 347 live LinStatic -7.262 4.682 2.033 0.2536
347 347 348 live LinStatic 7.105 -4.918 2.033 0.8618
347 347 364 live LinStatic 7.143 -2.148 1.835E-14 -0.0534
347 347 363 live LinStatic -4.718 5.777 6.256E-14 -0.5962
348 348 348 live LinStatic -8.501 1.547 2.033 0.5511
348 348 349 live LinStatic 8.446 -1.824 2.033 0.7647
348 348 365 live LinStatic 7.421 0.749 -6.342E-14 -0.2878
348 348 364 live LinStatic -6.570 3.532 3.621E-15 -0.4784
349 349 349 live LinStatic -8.446 -1.824 2.033 0.7647
349 349 350 live LinStatic 8.501 1.547 2.033 0.5511
349 349 366 live LinStatic 6.570 3.532 7.232E-14 -0.4784
349 349 365 live LinStatic -7.421 0.749 -2.109E-13 -0.2878
350 350 350 live LinStatic -7.105 -4.918 2.033 0.8618
350 350 351 live LinStatic 7.262 4.682 2.033 0.2536
350 350 367 live LinStatic 4.718 5.777 1.024E-13 -0.5962
350 350 366 live LinStatic -7.143 -2.148 -5.928E-14 -0.0534
351 351 351 live LinStatic -4.682 -7.262 2.033 0.8278
351 351 352 live LinStatic 4.918 7.105 2.033 -0.0825
351 351 368 live LinStatic 2.148 7.143 -3.333E-13 -0.6232
351 351 367 live LinStatic -5.777 -4.718 1.912E-14 0.1892
352 352 352 live LinStatic -1.547 -8.501 2.033 0.6677
352 352 338 live LinStatic 1.824 8.446 2.033 -0.4060
352 352 354 live LinStatic -0.749 7.421 -1.701E-13 -0.5553
352 352 368 live LinStatic -3.532 -6.570 -6.907E-16 0.4029
353 353 354 live LinStatic 0.749 -1.604 -3.798E-14 -0.0076
353 353 353 live LinStatic 0.078 1.768 -1.158E-14 -0.1031
353 353 369 live LinStatic -0.687 1.293 2.400E-14 -0.0457
353 353 370 live LinStatic -0.140 -1.457 3.000E-14 0.0193
354 354 353 live LinStatic 1.306 -1.195 -2.234E-15 -0.1171
354 354 355 live LinStatic -0.604 1.664 6.831E-15 -0.1981
354 354 371 live LinStatic -1.129 0.931 4.398E-16 -0.0652
354 354 369 live LinStatic 0.428 -1.400 -9.089E-15 -0.0101
355 355 355 live LinStatic 1.664 -0.604 7.120E-15 -0.2088
355 355 356 live LinStatic -1.195 1.306 -4.249E-15 -0.2630
355 355 372 live LinStatic -1.400 0.428 4.582E-15 -0.0747
355 355 371 live LinStatic 0.931 -1.129 1.070E-14 -0.0379
356 356 356 live LinStatic 1.768 0.078 -1.451E-14 -0.2688
356 356 357 live LinStatic -1.604 0.749 -4.140E-14 -0.2878356 356 373 live LinStatic -1.457 -0.140 2.286E-14 -0.0729
356 356 372 live LinStatic 1.293 -0.687 4.327E-14 -0.0600
357 357 357 live LinStatic 1.604 0.749 -2.889E-14 -0.2878
357 357 358 live LinStatic -1.768 0.078 -1.795E-14 -0.2688
357 357 374 live LinStatic -1.293 -0.687 1.278E-14 -0.0600
357 357 373 live LinStatic 1.457 -0.140 2.639E-14 -0.0729
358 358 358 live LinStatic 1.195 1.306 -6.208E-15 -0.2630
358 358 359 live LinStatic -1.664 -0.604 1.792E-14 -0.2088
358 358 375 live LinStatic -0.931 -1.129 4.228E-17 -0.0379
358 358 374 live LinStatic 1.400 0.428 -1.397E-14 -0.0747
359 359 359 live LinStatic 0.604 1.664 2.161E-14 -0.1981
359 359 360 live LinStatic -1.306 -1.195 4.720E-14 -0.1171
359 359 376 live LinStatic -0.428 -1.400 -4.023E-14 -0.0101359 359 375 live LinStatic 1.129 0.931 -3.971E-14 -0.0652
360 360 360 live LinStatic -0.078 1.768 3.710E-14 -0.1031
360 360 361 live LinStatic -0.749 -1.604 -6.999E-15 -0.0076
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 73/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 68
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
360 360 377 live LinStatic 0.140 -1.457 -1.176E-14 0.0193
360 360 376 live LinStatic 0.687 1.293 -1.270E-14 -0.0457
361 361 361 live LinStatic -0.749 1.604 -1.675E-14 0.0076
361 361 362 live LinStatic -0.078 -1.768 -3.065E-14 0.1031361 361 378 live LinStatic 0.687 -1.293 2.440E-14 0.0457
361 361 377 live LinStatic 0.140 1.457 2.666E-14 -0.0193
362 362 362 live LinStatic -1.306 1.195 -4.375E-14 0.1171
362 362 363 live LinStatic 0.604 -1.664 -5.978E-14 0.1981
362 362 379 live LinStatic 1.129 -0.931 4.769E-14 0.0652
362 362 378 live LinStatic -0.428 1.400 3.738E-14 0.0101
363 363 363 live LinStatic -1.664 0.604 -5.304E-14 0.2088
363 363 364 live LinStatic 1.195 -1.306 -1.922E-15 0.2630
363 363 380 live LinStatic 1.400 -0.428 1.426E-14 0.0747
363 363 379 live LinStatic -0.931 1.129 2.244E-14 0.0379
364 364 364 live LinStatic -1.768 -0.078 -1.510E-14 0.2688
364 364 365 live LinStatic 1.604 -0.749 -4.312E-14 0.2878
364 364 381 live LinStatic 1.457 0.140 3.964E-14 0.0729
364 364 380 live LinStatic -1.293 0.687 6.148E-15 0.0600
365 365 365 live LinStatic -1.604 -0.749 -4.976E-14 0.2878
365 365 366 live LinStatic 1.768 -0.078 -5.022E-17 0.2688
365 365 382 live LinStatic 1.293 0.687 1.221E-14 0.0600
365 365 381 live LinStatic -1.457 0.140 1.928E-14 0.0729
366 366 366 live LinStatic -1.195 -1.306 3.815E-14 0.2630
366 366 367 live LinStatic 1.664 0.604 6.448E-14 0.2088
366 366 383 live LinStatic 0.931 1.129 -5.906E-14 0.0379
366 366 382 live LinStatic -1.400 -0.428 -4.636E-14 0.0747
367 367 367 live LinStatic -0.604 -1.664 5.922E-14 0.1981
367 367 368 live LinStatic 1.306 1.195 -7.530E-15 0.1171
367 367 384 live LinStatic 0.428 1.400 -2.808E-14 0.0101
367 367 383 live LinStatic -1.129 -0.931 -1.933E-14 0.0652
368 368 368 live LinStatic 0.078 -1.768 -3.778E-14 0.1031
368 368 354 live LinStatic 0.749 1.604 -4.853E-14 0.0076
368 368 370 live LinStatic -0.140 1.457 3.718E-14 -0.0193
368 368 384 live LinStatic -0.687 -1.293 3.761E-14 0.0457
369 369 370 live LinStatic 0.140 -0.705 -2.391E-14 -0.0157
369 369 369 live LinStatic -0.140 0.705 -1.070E-14 0.0424
369 369 385 live LinStatic -0.080 0.403 1.674E-14 0.0071
369 369 386 live LinStatic 0.080 -0.403 1.984E-14 -0.0338
370 370 369 live LinStatic 0.399 -0.597 -3.044E-15 0.0134
370 370 371 live LinStatic -0.399 0.597 1.165E-14 0.0626
370 370 387 live LinStatic -0.228 0.341 -4.514E-15 -0.0207
370 370 385 live LinStatic 0.228 -0.341 -8.499E-15 -0.0553
371 371 371 live LinStatic 0.597 -0.399 7.799E-15 0.0404
371 371 372 live LinStatic -0.597 0.399 1.541E-15 0.0733371 371 388 live LinStatic -0.341 0.228 -6.294E-16 -0.0453
371 371 387 live LinStatic 0.341 -0.228 -8.284E-16 -0.0685
372 372 372 live LinStatic 0.705 -0.140 -1.446E-14 0.0613
372 372 373 live LinStatic -0.705 0.140 -2.090E-14 0.0729
372 372 389 live LinStatic -0.403 0.080 1.634E-14 -0.0630
372 372 388 live LinStatic 0.403 -0.080 1.081E-14 -0.0712
373 373 373 live LinStatic 0.705 0.140 -1.482E-14 0.0729
373 373 374 live LinStatic -0.705 -0.140 -5.726E-15 0.0613
373 373 390 live LinStatic -0.403 -0.080 1.189E-14 -0.0712
373 373 389 live LinStatic 0.403 0.080 1.132E-14 -0.0630
374 374 374 live LinStatic 0.597 0.399 1.116E-14 0.0733
374 374 375 live LinStatic -0.597 -0.399 1.620E-14 0.0404
374 374 391 live LinStatic -0.341 -0.228 -1.263E-14 -0.0685374 374 390 live LinStatic 0.341 0.228 -1.490E-14 -0.0453
375 375 375 live LinStatic 0.399 0.597 1.918E-14 0.0626
375 375 376 live LinStatic -0.399 -0.597 2.393E-14 0.0134
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 74/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 69
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
375 375 392 live LinStatic -0.228 -0.341 -1.910E-14 -0.0553
375 375 391 live LinStatic 0.228 0.341 -2.689E-14 -0.0207
376 376 376 live LinStatic 0.140 0.705 2.142E-14 0.0424
376 376 377 live LinStatic -0.140 -0.705 -7.354E-15 -0.0157376 376 393 live LinStatic -0.080 -0.403 -3.455E-15 -0.0338
376 376 392 live LinStatic 0.080 0.403 -2.281E-15 0.0071
377 377 377 live LinStatic -0.140 0.705 -9.285E-15 0.0157
377 377 378 live LinStatic 0.140 -0.705 -2.302E-14 -0.0424
377 377 394 live LinStatic 0.080 -0.403 9.839E-15 -0.0071
377 377 393 live LinStatic -0.080 0.403 1.935E-14 0.0338
378 378 378 live LinStatic -0.399 0.597 -1.760E-14 -0.0134
378 378 379 live LinStatic 0.399 -0.597 -2.422E-14 -0.0626
378 378 395 live LinStatic 0.228 -0.341 2.291E-14 0.0207
378 378 394 live LinStatic -0.228 0.341 2.925E-14 0.0553
379 379 379 live LinStatic -0.597 0.399 -2.599E-14 -0.0404
379 379 380 live LinStatic 0.597 -0.399 -1.943E-15 -0.0733
379 379 396 live LinStatic 0.341 -0.228 1.856E-14 0.0453
379 379 395 live LinStatic -0.341 0.228 5.717E-15 0.0685
380 380 380 live LinStatic -0.705 0.140 -7.799E-15 -0.0613
380 380 381 live LinStatic 0.705 -0.140 -2.715E-15 -0.0729
380 380 397 live LinStatic 0.403 -0.080 -2.116E-15 0.0630
380 380 396 live LinStatic -0.403 0.080 2.193E-15 0.0712
381 381 381 live LinStatic -0.705 -0.140 -3.849E-14 -0.0729
381 381 382 live LinStatic 0.705 0.140 -2.303E-15 -0.0613
381 381 398 live LinStatic 0.403 0.080 1.008E-14 0.0712
381 381 397 live LinStatic -0.403 -0.080 2.794E-14 0.0630
382 382 382 live LinStatic -0.597 -0.399 3.156E-14 -0.0733
382 382 383 live LinStatic 0.597 0.399 3.811E-14 -0.0404
382 382 399 live LinStatic 0.341 0.228 -4.365E-14 0.0685
382 382 398 live LinStatic -0.341 -0.228 -3.557E-14 0.0453
383 383 383 live LinStatic -0.399 -0.597 3.339E-14 -0.0626
383 383 384 live LinStatic 0.399 0.597 -8.247E-15 -0.0134
383 383 400 live LinStatic 0.228 0.341 -1.568E-14 0.0553
383 383 399 live LinStatic -0.228 -0.341 -1.345E-14 0.0207
384 384 384 live LinStatic -0.140 -0.705 -2.107E-14 -0.0424
384 384 370 live LinStatic 0.140 0.705 -3.876E-14 0.0157
384 384 386 live LinStatic 0.080 0.403 3.108E-14 0.0338
384 384 400 live LinStatic -0.080 -0.403 2.053E-14 -0.0071
385 385 386 live LinStatic -0.080 0.063 -1.765E-14 -0.0060
385 385 385 live LinStatic -0.050 -0.089 -1.431E-14 0.0296
385 385 401 live LinStatic 0.090 -0.111 2.133E-14 0.0105
385 385 402 live LinStatic 0.040 0.137 1.678E-14 -0.0126
386 386 385 live LinStatic -0.098 0.028 -1.494E-14 0.0186
386 386 387 live LinStatic -0.012 -0.101 -7.492E-15 0.0488386 386 403 live LinStatic 0.125 -0.068 1.042E-14 0.0068
386 386 401 live LinStatic -0.015 0.142 7.145E-15 -0.0128
387 387 387 live LinStatic -0.101 -0.012 7.142E-17 0.0403
387 387 388 live LinStatic 0.028 -0.098 -7.302E-17 0.0605
387 387 404 live LinStatic 0.142 -0.015 -2.862E-15 0.0020
387 387 403 live LinStatic -0.068 0.125 -6.548E-16 -0.0111
388 388 388 live LinStatic -0.089 -0.050 -4.390E-15 0.0559
388 388 389 live LinStatic 0.063 -0.080 -1.813E-14 0.0630
388 388 405 live LinStatic 0.137 0.040 1.833E-14 -0.0030
388 388 404 live LinStatic -0.111 0.090 8.743E-15 -0.0077
389 389 389 live LinStatic -0.063 -0.080 -2.703E-14 0.0630
389 389 390 live LinStatic 0.089 -0.050 -1.042E-14 0.0559
389 389 406 live LinStatic 0.111 0.090 1.995E-14 -0.0077389 389 405 live LinStatic -0.137 0.040 1.392E-14 -0.0030
390 390 390 live LinStatic -0.028 -0.098 -4.807E-15 0.0605
390 390 391 live LinStatic 0.101 -0.012 2.238E-14 0.0403
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 75/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 70
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
390 390 407 live LinStatic 0.068 0.125 -4.852E-16 -0.0111
390 390 406 live LinStatic -0.142 -0.015 -1.090E-14 0.0020
391 391 391 live LinStatic 0.012 -0.101 1.878E-14 0.0488
391 391 392 live LinStatic 0.098 0.028 1.703E-14 0.0186391 391 408 live LinStatic 0.015 0.142 -1.025E-14 -0.0128
391 391 407 live LinStatic -0.125 -0.068 -2.634E-14 0.0068
392 392 392 live LinStatic 0.050 -0.089 7.058E-15 0.0296
392 392 393 live LinStatic 0.080 0.063 -1.327E-14 -0.0060
392 392 409 live LinStatic -0.040 0.137 -3.543E-15 -0.0126
392 392 408 live LinStatic -0.090 -0.111 5.010E-15 0.0105
393 393 393 live LinStatic 0.080 -0.063 -8.519E-15 0.0060
393 393 394 live LinStatic 0.050 0.089 -2.375E-14 -0.0296
393 393 410 live LinStatic -0.090 0.111 4.461E-15 -0.0105
393 393 409 live LinStatic -0.040 -0.137 2.475E-14 0.0126
394 394 394 live LinStatic 0.098 -0.028 -2.082E-14 -0.0186
394 394 395 live LinStatic 0.012 0.101 -2.227E-14 -0.0488
394 394 411 live LinStatic -0.125 0.068 1.496E-14 -0.0068
394 394 410 live LinStatic 0.015 -0.142 2.371E-14 0.0128
395 395 395 live LinStatic 0.101 0.012 -2.084E-14 -0.0403
395 395 396 live LinStatic -0.028 0.098 -4.216E-15 -0.0605
395 395 412 live LinStatic -0.142 0.015 1.232E-14 -0.0020
395 395 411 live LinStatic 0.068 -0.125 1.101E-14 0.0111
396 396 396 live LinStatic 0.089 0.050 -1.014E-14 -0.0559
396 396 397 live LinStatic -0.063 0.080 -1.047E-14 -0.0630
396 396 413 live LinStatic -0.137 -0.040 7.552E-15 0.0030
396 396 412 live LinStatic 0.111 -0.090 1.163E-15 0.0077
397 397 397 live LinStatic 0.063 0.080 -1.044E-14 -0.0630
397 397 398 live LinStatic -0.089 0.050 1.056E-14 -0.0559
397 397 414 live LinStatic -0.111 -0.090 8.699E-15 0.0077
397 397 413 live LinStatic 0.137 -0.040 -4.937E-15 0.0030
398 398 398 live LinStatic 0.028 0.098 1.304E-14 -0.0605
398 398 399 live LinStatic -0.101 0.012 3.335E-14 -0.0403
398 398 415 live LinStatic -0.068 -0.125 -2.421E-14 0.0111
398 398 414 live LinStatic 0.142 0.015 -2.926E-14 -0.0020
399 399 399 live LinStatic -0.012 0.101 3.553E-14 -0.0488
399 399 400 live LinStatic -0.098 -0.028 6.529E-15 -0.0186
399 399 416 live LinStatic -0.015 -0.142 -2.514E-14 0.0128
399 399 415 live LinStatic 0.125 0.068 -1.955E-14 -0.0068
400 400 400 live LinStatic -0.050 0.089 -6.845E-15 -0.0296
400 400 386 live LinStatic -0.080 -0.063 -2.354E-14 0.0060
400 400 402 live LinStatic 0.040 -0.137 1.354E-14 0.0126
400 400 416 live LinStatic 0.090 0.111 1.557E-14 -0.0105
401 401 402 live LinStatic -0.040 0.144 -1.719E-14 0.0025
401 401 401 live LinStatic 0.018 -0.148 -1.787E-14 -0.0011401 401 417 live LinStatic 0.029 -0.086 1.751E-14 2.013E-04
401 401 418 live LinStatic -6.374E-03 0.091 8.398E-15 0.0022
402 402 401 live LinStatic -0.092 0.117 -1.729E-14 0.0034
402 402 403 live LinStatic 0.073 -0.130 -1.127E-14 4.150E-04
402 402 419 live LinStatic 0.060 -0.069 1.721E-14 0.0025
402 402 417 live LinStatic -0.041 0.082 5.966E-15 0.0042
403 403 403 live LinStatic -0.130 0.073 -1.180E-14 0.0039
403 403 404 live LinStatic 0.117 -0.092 -1.321E-14 0.0019
403 403 420 live LinStatic 0.082 -0.041 8.850E-15 0.0045
403 403 419 live LinStatic -0.069 0.060 1.079E-14 0.0056
404 404 404 live LinStatic -0.148 0.018 -1.249E-14 0.0038
404 404 405 live LinStatic 0.144 -0.040 -1.851E-14 0.0030
404 404 421 live LinStatic 0.091 -6.374E-03 8.132E-15 0.0058404 404 420 live LinStatic -0.086 0.029 1.553E-14 0.0062
405 405 405 live LinStatic -0.144 -0.040 -1.975E-14 0.0030
405 405 406 live LinStatic 0.148 0.018 -8.223E-16 0.0038
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 76/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 71
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
405 405 422 live LinStatic 0.086 0.029 1.163E-14 0.0062
405 405 421 live LinStatic -0.091 -6.374E-03 -1.587E-15 0.0058
406 406 406 live LinStatic -0.117 -0.092 -3.017E-15 0.0019
406 406 407 live LinStatic 0.130 0.073 1.245E-14 0.0039406 406 423 live LinStatic 0.069 0.060 2.526E-15 0.0056
406 406 422 live LinStatic -0.082 -0.041 -1.324E-14 0.0045
407 407 407 live LinStatic -0.073 -0.130 6.263E-15 4.150E-04
407 407 408 live LinStatic 0.092 0.117 8.370E-16 0.0034
407 407 424 live LinStatic 0.041 0.082 1.381E-15 0.0042
407 407 423 live LinStatic -0.060 -0.069 -1.419E-14 0.0025
408 408 408 live LinStatic -0.018 -0.148 3.684E-15 -0.0011
408 408 409 live LinStatic 0.040 0.144 -1.920E-14 0.0025
408 408 425 live LinStatic 6.374E-03 0.091 -1.097E-14 0.0022
408 408 424 live LinStatic -0.029 -0.086 1.445E-14 2.013E-04
409 409 409 live LinStatic 0.040 -0.144 -2.268E-15 -0.0025
409 409 410 live LinStatic -0.018 0.148 -3.188E-14 0.0011
409 409 426 live LinStatic -0.029 0.086 3.212E-15 -2.013E-04
409 409 425 live LinStatic 6.374E-03 -0.091 2.626E-14 -0.0022
410 410 410 live LinStatic 0.092 -0.117 -1.064E-14 -0.0034
410 410 411 live LinStatic -0.073 0.130 -1.768E-14 -4.150E-04
410 410 427 live LinStatic -0.060 0.069 -2.300E-15 -0.0025
410 410 426 live LinStatic 0.041 -0.082 3.330E-14 -0.0042
411 411 411 live LinStatic 0.130 -0.073 -6.242E-15 -0.0039
411 411 412 live LinStatic -0.117 0.092 -8.330E-15 -0.0019
411 411 428 live LinStatic -0.082 0.041 -6.787E-15 -0.0045
411 411 427 live LinStatic 0.069 -0.060 9.150E-15 -0.0056
412 412 412 live LinStatic 0.148 -0.018 1.617E-15 -0.0038
412 412 413 live LinStatic -0.144 0.040 1.192E-14 -0.0030
412 412 429 live LinStatic -0.091 6.374E-03 -1.211E-14 -0.0058
412 412 428 live LinStatic 0.086 -0.029 4.033E-15 -0.0062
413 413 413 live LinStatic 0.144 0.040 -1.404E-15 -0.0030
413 413 414 live LinStatic -0.148 -0.018 2.044E-14 -0.0038
413 413 430 live LinStatic -0.086 -0.029 6.466E-15 -0.0062
413 413 429 live LinStatic 0.091 6.374E-03 -3.195E-14 -0.0058
414 414 414 live LinStatic 0.117 0.092 7.618E-15 -0.0019
414 414 415 live LinStatic -0.130 -0.073 2.221E-14 -0.0039
414 414 431 live LinStatic -0.069 -0.060 -4.667E-15 -0.0056
414 414 430 live LinStatic 0.082 0.041 -2.005E-14 -0.0045
415 415 415 live LinStatic 0.073 0.130 1.379E-14 -4.150E-04
415 415 416 live LinStatic -0.092 -0.117 3.208E-15 -0.0034
415 415 432 live LinStatic -0.041 -0.082 -1.953E-14 -0.0042
415 415 431 live LinStatic 0.060 0.069 -8.009E-15 -0.0025
416 416 416 live LinStatic 0.018 0.148 4.888E-15 0.0011
416 416 402 live LinStatic -0.040 -0.144 -6.723E-15 -0.0025416 416 418 live LinStatic -6.374E-03 -0.091 -2.372E-16 -0.0022
416 416 432 live LinStatic 0.029 0.086 2.344E-15 -2.013E-04
417 417 418 live LinStatic 6.374E-03 2.755E-03 1.910E-16 0.0016
417 417 417 live LinStatic 6.943E-03 -1.064E-04 -7.275E-15 -0.0037
417 417 433 live LinStatic -9.767E-03 0.014 5.240E-15 -0.0010
417 417 434 live LinStatic -3.550E-03 -0.017 -2.157E-15 8.965E-04
418 418 417 live LinStatic 4.834E-03 4.985E-03 -1.289E-14 -7.538E-04
418 418 419 live LinStatic 6.455E-03 2.559E-03 -4.195E-15 -0.0052
418 418 435 live LinStatic -0.014 9.477E-03 2.054E-14 -9.721E-04
418 418 433 live LinStatic 3.208E-03 -0.017 -7.812E-16 6.453E-04
419 419 419 live LinStatic 2.559E-03 6.455E-03 -1.164E-14 -0.0030
419 419 420 live LinStatic 4.985E-03 4.834E-03 -7.729E-16 -0.0059
419 419 436 live LinStatic -0.017 3.208E-03 1.795E-14 -7.849E-04419 419 435 live LinStatic 9.477E-03 -0.014 -2.432E-15 2.958E-04
420 420 420 live LinStatic -1.064E-04 6.943E-03 -1.020E-14 -0.0047
420 420 421 live LinStatic 2.755E-03 6.374E-03 -5.101E-16 -0.0058
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 77/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 72
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
420 420 437 live LinStatic -0.017 -3.550E-03 1.031E-14 -4.782E-04
420 420 436 live LinStatic 0.014 -9.767E-03 1.727E-15 -9.871E-05
421 421 421 live LinStatic -2.755E-03 6.374E-03 -1.097E-14 -0.0058
421 421 422 live LinStatic 1.064E-04 6.943E-03 6.469E-15 -0.0047421 421 438 live LinStatic -0.014 -9.767E-03 9.645E-15 -9.871E-05
421 421 437 live LinStatic 0.017 -3.550E-03 -8.260E-15 -4.782E-04
422 422 422 live LinStatic -4.985E-03 4.834E-03 -1.529E-15 -0.0059
422 422 423 live LinStatic -2.559E-03 6.455E-03 1.437E-14 -0.0030
422 422 439 live LinStatic -9.477E-03 -0.014 2.506E-15 2.958E-04
422 422 438 live LinStatic 0.017 3.208E-03 -1.357E-14 -7.849E-04
423 423 423 live LinStatic -6.455E-03 2.559E-03 4.941E-15 -0.0052
423 423 424 live LinStatic -4.834E-03 4.985E-03 3.332E-15 -7.538E-04
423 423 440 live LinStatic -3.208E-03 -0.017 -7.738E-15 6.453E-04
423 423 439 live LinStatic 0.014 9.477E-03 3.461E-15 -9.721E-04
424 424 424 live LinStatic -6.943E-03 -1.064E-04 1.231E-14 -0.0037
424 424 425 live LinStatic -6.374E-03 2.755E-03 -1.888E-14 0.0016
424 424 441 live LinStatic 3.550E-03 -0.017 -2.878E-15 8.965E-04
424 424 440 live LinStatic 9.767E-03 0.014 1.789E-14 -0.0010
425 425 425 live LinStatic -6.374E-03 -2.755E-03 -2.984E-15 -0.0016
425 425 426 live LinStatic -6.943E-03 1.064E-04 -2.460E-14 0.0037
425 425 442 live LinStatic 9.767E-03 -0.014 5.828E-15 0.0010
425 425 441 live LinStatic 3.550E-03 0.017 1.998E-14 -8.965E-04
426 426 426 live LinStatic -4.834E-03 -4.985E-03 -2.998E-15 7.538E-04
426 426 427 live LinStatic -6.455E-03 -2.559E-03 -2.714E-14 0.0052
426 426 443 live LinStatic 0.014 -9.477E-03 -4.355E-15 9.721E-04
426 426 442 live LinStatic -3.208E-03 0.017 3.227E-14 -6.453E-04
427 427 427 live LinStatic -2.559E-03 -6.455E-03 -5.972E-15 0.0030
427 427 428 live LinStatic -4.985E-03 -4.834E-03 -4.048E-15 0.0059
427 427 444 live LinStatic 0.017 -3.208E-03 1.873E-15 7.849E-04
427 427 443 live LinStatic -9.477E-03 0.014 6.808E-15 -2.958E-04
428 428 428 live LinStatic 1.064E-04 -6.943E-03 -2.832E-15 0.0047
428 428 429 live LinStatic -2.755E-03 -6.374E-03 5.873E-15 0.0058
428 428 445 live LinStatic 0.017 3.550E-03 2.423E-15 4.782E-04
428 428 444 live LinStatic -0.014 9.767E-03 -4.578E-15 9.871E-05
429 429 429 live LinStatic 2.755E-03 -6.374E-03 9.158E-16 0.0058
429 429 430 live LinStatic -1.064E-04 -6.943E-03 1.833E-14 0.0047
429 429 446 live LinStatic 0.014 9.767E-03 -4.391E-15 9.871E-05
429 429 445 live LinStatic -0.017 3.550E-03 -1.441E-14 4.782E-04
430 430 430 live LinStatic 4.985E-03 -4.834E-03 1.032E-15 0.0059
430 430 431 live LinStatic 2.559E-03 -6.455E-03 1.208E-14 0.0030
430 430 447 live LinStatic 9.477E-03 0.014 4.070E-15 -2.958E-04
430 430 446 live LinStatic -0.017 -3.208E-03 -1.452E-14 7.849E-04
431 431 431 live LinStatic 6.455E-03 -2.559E-03 8.899E-15 0.0052
431 431 432 live LinStatic 4.834E-03 -4.985E-03 -2.744E-15 7.538E-04431 431 448 live LinStatic 3.208E-03 0.017 -4.233E-15 -6.453E-04
431 431 447 live LinStatic -0.014 -9.477E-03 3.406E-15 9.721E-04
432 432 432 live LinStatic 6.943E-03 1.064E-04 1.460E-15 0.0037
432 432 418 live LinStatic 6.374E-03 -2.755E-03 -5.625E-15 -0.0016
432 432 434 live LinStatic -3.550E-03 0.017 1.991E-15 -8.965E-04
432 432 448 live LinStatic -9.767E-03 -0.014 7.950E-15 0.0010
433 433 434 live LinStatic 3.550E-03 -0.019 -1.009E-14 -0.0014
433 433 433 live LinStatic -4.083E-03 0.019 1.171E-15 0.0015
433 433 449 live LinStatic 5.337E-04 -1.289E-03 6.047E-14 -1.281E-04
433 433 450 live LinStatic -3.083E-14 1.395E-03 -1.779E-14 1.387E-04
434 434 433 live LinStatic 0.011 -0.016 -5.299E-15 -0.0011
434 434 435 live LinStatic -0.011 0.016 6.435E-15 0.0013
434 434 451 live LinStatic 9.862E-04 -9.862E-04 5.213E-14 -9.807E-05434 434 449 live LinStatic -5.337E-04 1.289E-03 -6.214E-14 1.281E-04
435 435 435 live LinStatic 0.016 -0.011 -2.968E-14 -6.380E-04
435 435 436 live LinStatic -0.016 0.011 1.808E-14 9.701E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 78/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 73
Table: Element Joint Forces - Areas, Part 1 of 2
Area AreaElem Joint OutputCase CaseType F1 F2 F3 M1
Kip Kip Kip Kip-ft
435 435 452 live LinStatic 1.289E-03 -5.337E-04 1.364E-13 -5.307E-05
435 435 451 live LinStatic -9.862E-04 9.862E-04 -9.992E-14 9.807E-05
436 436 436 live LinStatic 0.019 -4.083E-03 -3.081E-14 -8.649E-05
436 436 437 live LinStatic -0.019 3.550E-03 8.291E-15 4.782E-04436 436 453 live LinStatic 1.395E-03 -6.120E-14 7.436E-14 -3.182E-15
436 436 452 live LinStatic -1.289E-03 5.337E-04 -1.353E-13 5.307E-05
437 437 437 live LinStatic 0.019 3.550E-03 -7.693E-15 4.782E-04
437 437 438 live LinStatic -0.019 -4.083E-03 -4.742E-16 -8.649E-05
437 437 454 live LinStatic 1.289E-03 5.337E-04 -5.836E-14 5.307E-05
437 437 453 live LinStatic -1.395E-03 8.321E-14 3.455E-14 -4.150E-15
438 438 438 live LinStatic 0.016 0.011 -7.523E-15 9.701E-04
438 438 439 live LinStatic -0.016 -0.011 3.077E-15 -6.380E-04
438 438 455 live LinStatic 9.862E-04 9.862E-04 -4.096E-15 9.807E-05
438 438 454 live LinStatic -1.289E-03 -5.337E-04 3.696E-14 -5.307E-05
439 439 439 live LinStatic 0.011 0.016 1.132E-14 0.0013
439 439 440 live LinStatic -0.011 -0.016 -1.378E-14 -0.0011
439 439 456 live LinStatic 5.337E-04 1.289E-03 3.281E-15 1.281E-04
439 439 455 live LinStatic -9.862E-04 -9.862E-04 2.227E-14 -9.807E-05
440 440 440 live LinStatic 4.083E-03 0.019 9.889E-15 0.0015
440 440 441 live LinStatic -3.550E-03 -0.019 -2.479E-14 -0.0014
440 440 457 live LinStatic -8.798E-14 1.395E-03 -1.598E-14 1.387E-04
440 440 456 live LinStatic -5.337E-04 -1.289E-03 5.930E-14 -1.281E-04
441 441 441 live LinStatic -3.550E-03 0.019 4.624E-16 0.0014
441 441 442 live LinStatic 4.083E-03 -0.019 -1.803E-14 -0.0015
441 441 458 live LinStatic -5.337E-04 1.289E-03 1.142E-14 1.281E-04
441 441 457 live LinStatic 1.008E-13 -1.395E-03 3.635E-14 -1.387E-04
442 442 442 live LinStatic -0.011 0.016 8.086E-15 0.0011
442 442 443 live LinStatic 0.011 -0.016 -1.967E-14 -0.0013
442 442 459 live LinStatic -9.862E-04 9.862E-04 -2.133E-14 9.807E-05
442 442 458 live LinStatic 5.337E-04 -1.289E-03 -1.504E-14 -1.281E-04
443 443 443 live LinStatic -0.016 0.011 7.862E-17 6.380E-04
443 443 444 live LinStatic 0.016 -0.011 4.635E-15 -9.701E-04
443 443 460 live LinStatic -1.289E-03 5.337E-04 -3.711E-14 5.307E-05
443 443 459 live LinStatic 9.862E-04 -9.862E-04 -3.132E-15 -9.807E-05
444 444 444 live LinStatic -0.019 4.083E-03 -4.097E-15 8.649E-05
444 444 445 live LinStatic 0.019 -3.550E-03 1.338E-14 -4.782E-04
444 444 461 live LinStatic -1.395E-03 1.888E-14 1.515E-14 2.033E-15
444 444 460 live LinStatic 1.289E-03 -5.337E-04 -1.344E-15 -5.307E-05
445 445 445 live LinStatic -0.019 -3.550E-03 -1.391E-14 -4.782E-04
445 445 446 live LinStatic 0.019 4.083E-03 9.330E-15 8.649E-05
445 445 462 live LinStatic -1.289E-03 -5.337E-04 2.062E-14 -5.307E-05
445 445 461 live LinStatic 1.395E-03 -3.165E-14 -1.426E-14 -2.076E-15
446 446 446 live LinStatic -0.016 -0.011 6.846E-15 -9.701E-04
446 446 447 live LinStatic 0.016 0.011 -7.231E-16 6.380E-04446 446 463 live LinStatic -9.862E-04 -9.862E-04 -4.933E-15 -9.807E-05
446 446 462 live LinStatic 1.289E-03 5.337E-04 5.033E-14 5.307E-05
447 447 447 live LinStatic -0.011 -0.016 5.748E-15 -0.0013
447 447 448 live LinStatic 0.011 0.016 -1.102E-14 0.0011
447 447 464 live LinStatic -5.337E-04 -1.289E-03 3.390E-14 -1.281E-04
447 447 463 live LinStatic 9.862E-04 9.862E-04 -4.817E-14 9.807E-05
448 448 448 live LinStatic -4.083E-03 -0.019 1.032E-14 -0.0015
448 448 434 live LinStatic 3.550E-03 0.019 -5.791E-15 0.0014
448 448 450 live LinStatic 7.189E-15 -1.395E-03 2.475E-14 -1.387E-04
448 448 464 live LinStatic 5.337E-04 1.289E-03 -3.284E-14 1.281E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 79/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 74
Table: Element Joint Forces - Areas, Part 2 of 2
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
1 1 1 live -0.1459 0.0230
1 1 2 live -0.1454 -0.0230
1 1 3 live -0.0966 0.0057
1 1 4 live -0.0969 -0.0057
2 2 2 live -0.1241 0.0230
2 2 5 live -0.1228 -0.0230
2 2 6 live -0.0815 0.0057
2 2 3 live -0.0825 -0.0057
3 3 5 live -0.0835 0.0230
3 3 7 live -0.0815 -0.0230
3 3 8 live -0.0540 0.0057
3 3 6 live -0.0556 -0.0057
4 4 7 live -0.0301 0.0230
4 4 9 live -0.0278 -0.0230
4 4 10 live -0.0183 0.0057
4 4 8 live -0.0202 -0.00575 5 9 live 0.0278 0.0230
5 5 11 live 0.0301 -0.0230
5 5 12 live 0.0202 0.0057
5 5 10 live 0.0183 -0.0057
6 6 11 live 0.0815 0.0230
6 6 13 live 0.0835 -0.0230
6 6 14 live 0.0556 0.0057
6 6 12 live 0.0540 -0.0057
7 7 13 live 0.1228 0.0230
7 7 15 live 0.1241 -0.0230
7 7 16 live 0.0825 0.0057
7 7 14 live 0.0815 -0.0057
8 8 15 live 0.1454 0.02308 8 17 live 0.1459 -0.0230
8 8 18 live 0.0969 0.0057
8 8 16 live 0.0966 -0.0057
9 9 17 live 0.1459 0.0230
9 9 19 live 0.1454 -0.0230
9 9 20 live 0.0966 0.0057
9 9 18 live 0.0969 -0.0057
10 10 19 live 0.1241 0.0230
10 10 21 live 0.1228 -0.0230
10 10 22 live 0.0815 0.0057
10 10 20 live 0.0825 -0.0057
11 11 21 live 0.0835 0.0230
11 11 23 live 0.0815 -0.0230
11 11 24 live 0.0540 0.0057
11 11 22 live 0.0556 -0.0057
12 12 23 live 0.0301 0.0230
12 12 25 live 0.0278 -0.0230
12 12 26 live 0.0183 0.0057
12 12 24 live 0.0202 -0.0057
13 13 25 live -0.0278 0.0230
13 13 27 live -0.0301 -0.0230
13 13 28 live -0.0202 0.0057
13 13 26 live -0.0183 -0.0057
14 14 27 live -0.0815 0.0230
14 14 29 live -0.0835 -0.0230
14 14 30 live -0.0556 0.0057
14 14 28 live -0.0540 -0.0057
15 15 29 live -0.1228 0.0230
15 15 31 live -0.1241 -0.0230
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 80/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 75
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
15 15 32 live -0.0825 0.0057
15 15 30 live -0.0815 -0.0057
16 16 31 live -0.1454 0.0230
16 16 1 live -0.1459 -0.023016 16 4 live -0.0969 0.0057
16 16 32 live -0.0966 -0.0057
17 17 4 live 0.0969 -0.0192
17 17 3 live 0.0904 0.0192
17 17 33 live 0.0218 0.0052
17 17 34 live 0.0282 -0.0052
18 18 3 live 0.0887 -0.0192
18 18 6 live 0.0701 0.0192
18 18 35 live 0.0121 0.0052
18 18 33 live 0.0302 -0.0052
19 19 6 live 0.0669 -0.0192
19 19 8 live 0.0392 0.0192
19 19 36 live 5.507E-04 0.0052
19 19 35 live 0.0277 -0.0052
20 20 8 live 0.0350 -0.0192
20 20 10 live 0.0022 0.0192
20 20 37 live -0.0111 0.0052
20 20 36 live 0.0210 -0.0052
21 21 10 live -0.0022 -0.0192
21 21 12 live -0.0350 0.0192
21 21 38 live -0.0210 0.0052
21 21 37 live 0.0111 -0.0052
22 22 12 live -0.0392 -0.0192
22 22 14 live -0.0669 0.0192
22 22 39 live -0.0277 0.0052
22 22 38 live -5.507E-04 -0.0052
23 23 14 live -0.0701 -0.0192
23 23 16 live -0.0887 0.0192
23 23 40 live -0.0302 0.0052
23 23 39 live -0.0121 -0.0052
24 24 16 live -0.0904 -0.0192
24 24 18 live -0.0969 0.0192
24 24 41 live -0.0282 0.0052
24 24 40 live -0.0218 -0.0052
25 25 18 live -0.0969 -0.0192
25 25 20 live -0.0904 0.0192
25 25 42 live -0.0218 0.0052
25 25 41 live -0.0282 -0.0052
26 26 20 live -0.0887 -0.0192
26 26 22 live -0.0701 0.019226 26 43 live -0.0121 0.0052
26 26 42 live -0.0302 -0.0052
27 27 22 live -0.0669 -0.0192
27 27 24 live -0.0392 0.0192
27 27 44 live -5.507E-04 0.0052
27 27 43 live -0.0277 -0.0052
28 28 24 live -0.0350 -0.0192
28 28 26 live -0.0022 0.0192
28 28 45 live 0.0111 0.0052
28 28 44 live -0.0210 -0.0052
29 29 26 live 0.0022 -0.0192
29 29 28 live 0.0350 0.0192
29 29 46 live 0.0210 0.005229 29 45 live -0.0111 -0.0052
30 30 28 live 0.0392 -0.0192
30 30 30 live 0.0669 0.0192
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 81/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 76
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
30 30 47 live 0.0277 0.0052
30 30 46 live 5.507E-04 -0.0052
31 31 30 live 0.0701 -0.0192
31 31 32 live 0.0887 0.019231 31 48 live 0.0302 0.0052
31 31 47 live 0.0121 -0.0052
32 32 32 live 0.0904 -0.0192
32 32 4 live 0.0969 0.0192
32 32 34 live 0.0282 0.0052
32 32 48 live 0.0218 -0.0052
33 33 34 live -0.0282 0.0060
33 33 33 live -0.0256 -0.0060
33 33 49 live -0.0015 -0.0025
33 33 50 live -0.0041 0.0025
34 34 33 live -0.0265 0.0060
34 34 35 live -0.0191 -0.0060
34 34 51 live 0.0013 -0.0025
34 34 49 live -0.0060 0.0025
35 35 35 live -0.0208 0.0060
35 35 36 live -0.0097 -0.0060
35 35 52 live 0.0039 -0.0025
35 35 51 live -0.0070 0.0025
36 36 36 live -0.0119 0.0060
36 36 37 live 0.0012 -0.0060
36 36 53 live 0.0059 -0.0025
36 36 52 live -0.0070 0.0025
37 37 37 live -0.0012 0.0060
37 37 38 live 0.0119 -0.0060
37 37 54 live 0.0070 -0.0025
37 37 53 live -0.0059 0.0025
38 38 38 live 0.0097 0.0060
38 38 39 live 0.0208 -0.0060
38 38 55 live 0.0070 -0.0025
38 38 54 live -0.0039 0.0025
39 39 39 live 0.0191 0.0060
39 39 40 live 0.0265 -0.0060
39 39 56 live 0.0060 -0.0025
39 39 55 live -0.0013 0.0025
40 40 40 live 0.0256 0.0060
40 40 41 live 0.0282 -0.0060
40 40 57 live 0.0041 -0.0025
40 40 56 live 0.0015 0.0025
41 41 41 live 0.0282 0.0060
41 41 42 live 0.0256 -0.006041 41 58 live 0.0015 -0.0025
41 41 57 live 0.0041 0.0025
42 42 42 live 0.0265 0.0060
42 42 43 live 0.0191 -0.0060
42 42 59 live -0.0013 -0.0025
42 42 58 live 0.0060 0.0025
43 43 43 live 0.0208 0.0060
43 43 44 live 0.0097 -0.0060
43 43 60 live -0.0039 -0.0025
43 43 59 live 0.0070 0.0025
44 44 44 live 0.0119 0.0060
44 44 45 live -0.0012 -0.0060
44 44 61 live -0.0059 -0.002544 44 60 live 0.0070 0.0025
45 45 45 live 0.0012 0.0060
45 45 46 live -0.0119 -0.0060
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 82/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 77
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
45 45 62 live -0.0070 -0.0025
45 45 61 live 0.0059 0.0025
46 46 46 live -0.0097 0.0060
46 46 47 live -0.0208 -0.006046 46 63 live -0.0070 -0.0025
46 46 62 live 0.0039 0.0025
47 47 47 live -0.0191 0.0060
47 47 48 live -0.0265 -0.0060
47 47 64 live -0.0060 -0.0025
47 47 63 live 0.0013 0.0025
48 48 48 live -0.0256 0.0060
48 48 34 live -0.0282 -0.0060
48 48 50 live -0.0041 -0.0025
48 48 64 live -0.0015 0.0025
49 49 50 live 0.0041 -9.851E-04
49 49 49 live 0.0035 9.851E-04
49 49 65 live -0.0010 6.274E-04
49 49 66 live -4.853E-04 -6.274E-04
50 50 49 live 0.0040 -9.851E-04
50 50 51 live 0.0024 9.851E-04
50 50 67 live -0.0014 6.274E-04
50 50 65 live 1.379E-04 -6.274E-04
51 51 51 live 0.0033 -9.851E-04
51 51 52 live 9.519E-04 9.851E-04
51 51 68 live -0.0016 6.274E-04
51 51 67 live 7.400E-04 -6.274E-04
52 52 52 live 0.0022 -9.851E-04
52 52 53 live -6.519E-04 9.851E-04
52 52 69 live -0.0015 6.274E-04
52 52 68 live 0.0012 -6.274E-04
53 53 53 live 6.519E-04 -9.851E-04
53 53 54 live -0.0022 9.851E-04
53 53 70 live -0.0012 6.274E-04
53 53 69 live 0.0015 -6.274E-04
54 54 54 live -9.519E-04 -9.851E-04
54 54 55 live -0.0033 9.851E-04
54 54 71 live -7.400E-04 6.274E-04
54 54 70 live 0.0016 -6.274E-04
55 55 55 live -0.0024 -9.851E-04
55 55 56 live -0.0040 9.851E-04
55 55 72 live -1.379E-04 6.274E-04
55 55 71 live 0.0014 -6.274E-04
56 56 56 live -0.0035 -9.851E-04
56 56 57 live -0.0041 9.851E-0456 56 73 live 4.853E-04 6.274E-04
56 56 72 live 0.0010 -6.274E-04
57 57 57 live -0.0041 -9.851E-04
57 57 58 live -0.0035 9.851E-04
57 57 74 live 0.0010 6.274E-04
57 57 73 live 4.853E-04 -6.274E-04
58 58 58 live -0.0040 -9.851E-04
58 58 59 live -0.0024 9.851E-04
58 58 75 live 0.0014 6.274E-04
58 58 74 live -1.379E-04 -6.274E-04
59 59 59 live -0.0033 -9.851E-04
59 59 60 live -9.519E-04 9.851E-04
59 59 76 live 0.0016 6.274E-0459 59 75 live -7.400E-04 -6.274E-04
60 60 60 live -0.0022 -9.851E-04
60 60 61 live 6.519E-04 9.851E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 83/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 78
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
60 60 77 live 0.0015 6.274E-04
60 60 76 live -0.0012 -6.274E-04
61 61 61 live -6.519E-04 -9.851E-04
61 61 62 live 0.0022 9.851E-0461 61 78 live 0.0012 6.274E-04
61 61 77 live -0.0015 -6.274E-04
62 62 62 live 9.519E-04 -9.851E-04
62 62 63 live 0.0033 9.851E-04
62 62 79 live 7.400E-04 6.274E-04
62 62 78 live -0.0016 -6.274E-04
63 63 63 live 0.0024 -9.851E-04
63 63 64 live 0.0040 9.851E-04
63 63 80 live 1.379E-04 6.274E-04
63 63 79 live -0.0014 -6.274E-04
64 64 64 live 0.0035 -9.851E-04
64 64 50 live 0.0041 9.851E-04
64 64 66 live -4.853E-04 6.274E-04
64 64 80 live -0.0010 -6.274E-04
65 65 66 live 4.853E-04 -5.726E-05
65 65 65 live 5.148E-04 5.726E-05
65 65 81 live 5.310E-04 -6.301E-05
65 65 82 live 5.015E-04 6.301E-05
66 66 65 live 3.818E-04 -5.726E-05
66 66 67 live 4.660E-04 5.726E-05
66 66 83 live 4.797E-04 -6.301E-05
66 66 81 live 3.956E-04 6.301E-05
67 67 67 live 2.203E-04 -5.726E-05
67 67 68 live 3.462E-04 5.726E-05
67 67 84 live 3.553E-04 -6.301E-05
67 67 83 live 2.295E-04 6.301E-05
68 68 68 live 2.516E-05 -5.726E-05
68 68 69 live 1.738E-04 5.726E-05
68 68 85 live 1.769E-04 -6.301E-05
68 68 84 live 2.847E-05 6.301E-05
69 69 69 live -1.738E-04 -5.726E-05
69 69 70 live -2.516E-05 5.726E-05
69 69 86 live -2.847E-05 -6.301E-05
69 69 85 live -1.769E-04 6.301E-05
70 70 70 live -3.462E-04 -5.726E-05
70 70 71 live -2.203E-04 5.726E-05
70 70 87 live -2.295E-04 -6.301E-05
70 70 86 live -3.553E-04 6.301E-05
71 71 71 live -4.660E-04 -5.726E-05
71 71 72 live -3.818E-04 5.726E-0571 71 88 live -3.956E-04 -6.301E-05
71 71 87 live -4.797E-04 6.301E-05
72 72 72 live -5.148E-04 -5.726E-05
72 72 73 live -4.853E-04 5.726E-05
72 72 89 live -5.015E-04 -6.301E-05
72 72 88 live -5.310E-04 6.301E-05
73 73 73 live -4.853E-04 -5.726E-05
73 73 74 live -5.148E-04 5.726E-05
73 73 90 live -5.310E-04 -6.301E-05
73 73 89 live -5.015E-04 6.301E-05
74 74 74 live -3.818E-04 -5.726E-05
74 74 75 live -4.660E-04 5.726E-05
74 74 91 live -4.797E-04 -6.301E-0574 74 90 live -3.956E-04 6.301E-05
75 75 75 live -2.203E-04 -5.726E-05
75 75 76 live -3.462E-04 5.726E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 84/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 79
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
75 75 92 live -3.553E-04 -6.301E-05
75 75 91 live -2.295E-04 6.301E-05
76 76 76 live -2.516E-05 -5.726E-05
76 76 77 live -1.738E-04 5.726E-0576 76 93 live -1.769E-04 -6.301E-05
76 76 92 live -2.847E-05 6.301E-05
77 77 77 live 1.738E-04 -5.726E-05
77 77 78 live 2.516E-05 5.726E-05
77 77 94 live 2.847E-05 -6.301E-05
77 77 93 live 1.769E-04 6.301E-05
78 78 78 live 3.462E-04 -5.726E-05
78 78 79 live 2.203E-04 5.726E-05
78 78 95 live 2.295E-04 -6.301E-05
78 78 94 live 3.553E-04 6.301E-05
79 79 79 live 4.660E-04 -5.726E-05
79 79 80 live 3.818E-04 5.726E-05
79 79 96 live 3.956E-04 -6.301E-05
79 79 95 live 4.797E-04 6.301E-05
80 80 80 live 5.148E-04 -5.726E-05
80 80 66 live 4.853E-04 5.726E-05
80 80 82 live 5.015E-04 -6.301E-05
80 80 96 live 5.310E-04 6.301E-05
81 81 82 live -5.015E-04 9.817E-05
81 81 81 live -4.719E-04 -9.817E-05
81 81 97 live -1.294E-04 -2.355E-05
81 81 98 live -1.583E-04 2.355E-05
82 82 81 live -4.547E-04 9.817E-05
82 82 83 live -3.704E-04 -9.817E-05
82 82 99 live -8.081E-05 -2.355E-05
82 82 97 live -1.631E-04 2.355E-05
83 83 83 live -3.387E-04 9.817E-05
83 83 84 live -2.126E-04 -9.817E-05
83 83 100 live -1.992E-05 -2.355E-05
83 83 99 live -1.430E-04 2.355E-05
84 84 84 live -1.712E-04 9.817E-05
84 84 85 live -2.242E-05 -9.817E-05
84 84 101 live 4.400E-05 -2.355E-05
84 84 100 live -1.012E-04 2.355E-05
85 85 85 live 2.242E-05 9.817E-05
85 85 86 live 1.712E-04 -9.817E-05
85 85 102 live 1.012E-04 -2.355E-05
85 85 101 live -4.400E-05 2.355E-05
86 86 86 live 2.126E-04 9.817E-05
86 86 87 live 3.387E-04 -9.817E-0586 86 103 live 1.430E-04 -2.355E-05
86 86 102 live 1.992E-05 2.355E-05
87 87 87 live 3.704E-04 9.817E-05
87 87 88 live 4.547E-04 -9.817E-05
87 87 104 live 1.631E-04 -2.355E-05
87 87 103 live 8.081E-05 2.355E-05
88 88 88 live 4.719E-04 9.817E-05
88 88 89 live 5.015E-04 -9.817E-05
88 88 105 live 1.583E-04 -2.355E-05
88 88 104 live 1.294E-04 2.355E-05
89 89 89 live 5.015E-04 9.817E-05
89 89 90 live 4.719E-04 -9.817E-05
89 89 106 live 1.294E-04 -2.355E-0589 89 105 live 1.583E-04 2.355E-05
90 90 90 live 4.547E-04 9.817E-05
90 90 91 live 3.704E-04 -9.817E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 85/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 80
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
90 90 107 live 8.081E-05 -2.355E-05
90 90 106 live 1.631E-04 2.355E-05
91 91 91 live 3.387E-04 9.817E-05
91 91 92 live 2.126E-04 -9.817E-0591 91 108 live 1.992E-05 -2.355E-05
91 91 107 live 1.430E-04 2.355E-05
92 92 92 live 1.712E-04 9.817E-05
92 92 93 live 2.242E-05 -9.817E-05
92 92 109 live -4.400E-05 -2.355E-05
92 92 108 live 1.012E-04 2.355E-05
93 93 93 live -2.242E-05 9.817E-05
93 93 94 live -1.712E-04 -9.817E-05
93 93 110 live -1.012E-04 -2.355E-05
93 93 109 live 4.400E-05 2.355E-05
94 94 94 live -2.126E-04 9.817E-05
94 94 95 live -3.387E-04 -9.817E-05
94 94 111 live -1.430E-04 -2.355E-05
94 94 110 live -1.992E-05 2.355E-05
95 95 95 live -3.704E-04 9.817E-05
95 95 96 live -4.547E-04 -9.817E-05
95 95 112 live -1.631E-04 -2.355E-05
95 95 111 live -8.081E-05 2.355E-05
96 96 96 live -4.719E-04 9.817E-05
96 96 82 live -5.015E-04 -9.817E-05
96 96 98 live -1.583E-04 -2.355E-05
96 96 112 live -1.294E-04 2.355E-05
97 97 98 live 1.583E-04 -3.627E-05
97 97 97 live 1.454E-04 3.627E-05
97 97 113 live -9.144E-06 1.864E-05
97 97 114 live 3.443E-06 -1.864E-05
98 98 97 live 1.471E-04 -3.627E-05
98 98 99 live 1.103E-04 3.627E-05
98 98 115 live -2.034E-05 1.864E-05
98 98 113 live 1.551E-05 -1.864E-05
99 99 99 live 1.135E-04 -3.627E-05
99 99 100 live 5.850E-05 3.627E-05
99 99 116 live -2.844E-05 1.864E-05
99 99 115 live 2.521E-05 -1.864E-05
100 100 100 live 6.264E-05 -3.627E-05
100 100 101 live -2.240E-06 3.627E-05
100 100 117 live -3.221E-05 1.864E-05
100 100 116 live 3.107E-05 -1.864E-05
101 101 101 live 2.240E-06 -3.627E-05
101 101 102 live -6.264E-05 3.627E-05101 101 118 live -3.107E-05 1.864E-05
101 101 117 live 3.221E-05 -1.864E-05
102 102 102 live -5.850E-05 -3.627E-05
102 102 103 live -1.135E-04 3.627E-05
102 102 119 live -2.521E-05 1.864E-05
102 102 118 live 2.844E-05 -1.864E-05
103 103 103 live -1.103E-04 -3.627E-05
103 103 104 live -1.471E-04 3.627E-05
103 103 120 live -1.551E-05 1.864E-05
103 103 119 live 2.034E-05 -1.864E-05
104 104 104 live -1.454E-04 -3.627E-05
104 104 105 live -1.583E-04 3.627E-05
104 104 121 live -3.443E-06 1.864E-05104 104 120 live 9.144E-06 -1.864E-05
105 105 105 live -1.583E-04 -3.627E-05
105 105 106 live -1.454E-04 3.627E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 86/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 81
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
105 105 122 live 9.144E-06 1.864E-05
105 105 121 live -3.443E-06 -1.864E-05
106 106 106 live -1.471E-04 -3.627E-05
106 106 107 live -1.103E-04 3.627E-05106 106 123 live 2.034E-05 1.864E-05
106 106 122 live -1.551E-05 -1.864E-05
107 107 107 live -1.135E-04 -3.627E-05
107 107 108 live -5.850E-05 3.627E-05
107 107 124 live 2.844E-05 1.864E-05
107 107 123 live -2.521E-05 -1.864E-05
108 108 108 live -6.264E-05 -3.627E-05
108 108 109 live 2.240E-06 3.627E-05
108 108 125 live 3.221E-05 1.864E-05
108 108 124 live -3.107E-05 -1.864E-05
109 109 109 live -2.240E-06 -3.627E-05
109 109 110 live 6.264E-05 3.627E-05
109 109 126 live 3.107E-05 1.864E-05
109 109 125 live -3.221E-05 -1.864E-05
110 110 110 live 5.850E-05 -3.627E-05
110 110 111 live 1.135E-04 3.627E-05
110 110 127 live 2.521E-05 1.864E-05
110 110 126 live -2.844E-05 -1.864E-05
111 111 111 live 1.103E-04 -3.627E-05
111 111 112 live 1.471E-04 3.627E-05
111 111 128 live 1.551E-05 1.864E-05
111 111 127 live -2.034E-05 -1.864E-05
112 112 112 live 1.454E-04 -3.627E-05
112 112 98 live 1.583E-04 3.627E-05
112 112 114 live 3.443E-06 1.864E-05
112 112 128 live -9.144E-06 -1.864E-05
113 113 114 live -3.443E-06 3.951E-06
113 113 113 live 1.268E-06 -3.951E-06
113 113 129 live 3.353E-05 -7.515E-06
113 113 130 live 2.888E-05 7.515E-06
114 114 113 live -7.630E-06 3.951E-06
114 114 115 live 5.786E-06 -3.951E-06
114 114 131 live 3.307E-05 -7.515E-06
114 114 129 live 1.984E-05 7.515E-06
115 115 115 live -1.065E-05 3.951E-06
115 115 116 live 9.423E-06 -3.951E-06
115 115 132 live 2.757E-05 -7.515E-06
115 115 131 live 7.780E-06 7.515E-06
116 116 116 live -1.206E-05 3.951E-06
116 116 117 live 1.163E-05 -3.951E-06116 116 133 live 1.788E-05 -7.515E-06
116 116 132 live -5.467E-06 7.515E-06
117 117 117 live -1.163E-05 3.951E-06
117 117 118 live 1.206E-05 -3.951E-06
117 117 134 live 5.467E-06 -7.515E-06
117 117 133 live -1.788E-05 7.515E-06
118 118 118 live -9.423E-06 3.951E-06
118 118 119 live 1.065E-05 -3.951E-06
118 118 135 live -7.780E-06 -7.515E-06
118 118 134 live -2.757E-05 7.515E-06
119 119 119 live -5.786E-06 3.951E-06
119 119 120 live 7.630E-06 -3.951E-06
119 119 136 live -1.984E-05 -7.515E-06119 119 135 live -3.307E-05 7.515E-06
120 120 120 live -1.268E-06 3.951E-06
120 120 121 live 3.443E-06 -3.951E-06
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 87/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 82
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
120 120 137 live -2.888E-05 -7.515E-06
120 120 136 live -3.353E-05 7.515E-06
121 121 121 live 3.443E-06 3.951E-06
121 121 122 live -1.268E-06 -3.951E-06121 121 138 live -3.353E-05 -7.515E-06
121 121 137 live -2.888E-05 7.515E-06
122 122 122 live 7.630E-06 3.951E-06
122 122 123 live -5.786E-06 -3.951E-06
122 122 139 live -3.307E-05 -7.515E-06
122 122 138 live -1.984E-05 7.515E-06
123 123 123 live 1.065E-05 3.951E-06
123 123 124 live -9.423E-06 -3.951E-06
123 123 140 live -2.757E-05 -7.515E-06
123 123 139 live -7.780E-06 7.515E-06
124 124 124 live 1.206E-05 3.951E-06
124 124 125 live -1.163E-05 -3.951E-06
124 124 141 live -1.788E-05 -7.515E-06
124 124 140 live 5.467E-06 7.515E-06
125 125 125 live 1.163E-05 3.951E-06
125 125 126 live -1.206E-05 -3.951E-06
125 125 142 live -5.467E-06 -7.515E-06
125 125 141 live 1.788E-05 7.515E-06
126 126 126 live 9.423E-06 3.951E-06
126 126 127 live -1.065E-05 -3.951E-06
126 126 143 live 7.780E-06 -7.515E-06
126 126 142 live 2.757E-05 7.515E-06
127 127 127 live 5.786E-06 3.951E-06
127 127 128 live -7.630E-06 -3.951E-06
127 127 144 live 1.984E-05 -7.515E-06
127 127 143 live 3.307E-05 7.515E-06
128 128 128 live 1.268E-06 3.951E-06
128 128 114 live -3.443E-06 -3.951E-06
128 128 130 live 2.888E-05 -7.515E-06
128 128 144 live 3.353E-05 7.515E-06
129 129 130 live -2.888E-05 3.091E-05
129 129 129 live -5.614E-05 -3.091E-05
129 129 145 live 1.623E-04 -4.672E-05
129 129 146 live 1.900E-04 4.672E-05
130 130 129 live 2.768E-06 3.091E-05
130 130 131 live -7.485E-05 -3.091E-05
130 130 147 live 1.099E-04 -4.672E-05
130 130 145 live 1.888E-04 4.672E-05
131 131 131 live 3.400E-05 3.091E-05
131 131 132 live -8.216E-05 -3.091E-05131 131 148 live 4.074E-05 -4.672E-05
131 131 147 live 1.588E-04 4.672E-05
132 132 132 live 6.005E-05 3.091E-05
132 132 133 live -7.696E-05 -3.091E-05
132 132 149 live -3.461E-05 -4.672E-05
132 132 148 live 1.047E-04 4.672E-05
133 133 133 live 7.696E-05 3.091E-05
133 133 134 live -6.005E-05 -3.091E-05
133 133 150 live -1.047E-04 -4.672E-05
133 133 149 live 3.461E-05 4.672E-05
134 134 134 live 8.216E-05 3.091E-05
134 134 135 live -3.400E-05 -3.091E-05
134 134 151 live -1.588E-04 -4.672E-05134 134 150 live -4.074E-05 4.672E-05
135 135 135 live 7.485E-05 3.091E-05
135 135 136 live -2.768E-06 -3.091E-05
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 88/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 83
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
135 135 152 live -1.888E-04 -4.672E-05
135 135 151 live -1.099E-04 4.672E-05
136 136 136 live 5.614E-05 3.091E-05
136 136 137 live 2.888E-05 -3.091E-05136 136 153 live -1.900E-04 -4.672E-05
136 136 152 live -1.623E-04 4.672E-05
137 137 137 live 2.888E-05 3.091E-05
137 137 138 live 5.614E-05 -3.091E-05
137 137 154 live -1.623E-04 -4.672E-05
137 137 153 live -1.900E-04 4.672E-05
138 138 138 live -2.768E-06 3.091E-05
138 138 139 live 7.485E-05 -3.091E-05
138 138 155 live -1.099E-04 -4.672E-05
138 138 154 live -1.888E-04 4.672E-05
139 139 139 live -3.400E-05 3.091E-05
139 139 140 live 8.216E-05 -3.091E-05
139 139 156 live -4.074E-05 -4.672E-05
139 139 155 live -1.588E-04 4.672E-05
140 140 140 live -6.005E-05 3.091E-05
140 140 141 live 7.696E-05 -3.091E-05
140 140 157 live 3.461E-05 -4.672E-05
140 140 156 live -1.047E-04 4.672E-05
141 141 141 live -7.696E-05 3.091E-05
141 141 142 live 6.005E-05 -3.091E-05
141 141 158 live 1.047E-04 -4.672E-05
141 141 157 live -3.461E-05 4.672E-05
142 142 142 live -8.216E-05 3.091E-05
142 142 143 live 3.400E-05 -3.091E-05
142 142 159 live 1.588E-04 -4.672E-05
142 142 158 live 4.074E-05 4.672E-05
143 143 143 live -7.485E-05 3.091E-05
143 143 144 live 2.768E-06 -3.091E-05
143 143 160 live 1.888E-04 -4.672E-05
143 143 159 live 1.099E-04 4.672E-05
144 144 144 live -5.614E-05 3.091E-05
144 144 130 live -2.888E-05 -3.091E-05
144 144 146 live 1.900E-04 -4.672E-05
144 144 160 live 1.623E-04 4.672E-05
145 145 146 live -1.900E-04 -1.284E-04
145 145 145 live -6.135E-05 1.284E-04
145 145 161 live -0.0013 3.015E-04
145 145 162 live -0.0014 -3.015E-04
146 146 145 live -2.897E-04 -1.284E-04
146 146 147 live 7.664E-05 1.284E-04146 146 163 live -9.464E-04 3.015E-04
146 146 161 live -0.0013 -3.015E-04
147 147 147 live -3.453E-04 -1.284E-04
147 147 148 live 2.030E-04 1.284E-04
147 147 164 live -4.777E-04 3.015E-04
147 147 163 live -0.0010 -3.015E-04
148 148 148 live -3.484E-04 -1.284E-04
148 148 149 live 2.984E-04 1.284E-04
148 148 165 live 6.378E-05 3.015E-04
148 148 164 live -5.955E-04 -3.015E-04
149 149 149 live -2.984E-04 -1.284E-04
149 149 150 live 3.484E-04 1.284E-04
149 149 166 live 5.955E-04 3.015E-04149 149 165 live -6.378E-05 -3.015E-04
150 150 150 live -2.030E-04 -1.284E-04
150 150 151 live 3.453E-04 1.284E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 89/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 84
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
150 150 167 live 0.0010 3.015E-04
150 150 166 live 4.777E-04 -3.015E-04
151 151 151 live -7.664E-05 -1.284E-04
151 151 152 live 2.897E-04 1.284E-04151 151 168 live 0.0013 3.015E-04
151 151 167 live 9.464E-04 -3.015E-04
152 152 152 live 6.135E-05 -1.284E-04
152 152 153 live 1.900E-04 1.284E-04
152 152 169 live 0.0014 3.015E-04
152 152 168 live 0.0013 -3.015E-04
153 153 153 live 1.900E-04 -1.284E-04
153 153 154 live 6.135E-05 1.284E-04
153 153 170 live 0.0013 3.015E-04
153 153 169 live 0.0014 -3.015E-04
154 154 154 live 2.897E-04 -1.284E-04
154 154 155 live -7.664E-05 1.284E-04
154 154 171 live 9.464E-04 3.015E-04
154 154 170 live 0.0013 -3.015E-04
155 155 155 live 3.453E-04 -1.284E-04
155 155 156 live -2.030E-04 1.284E-04
155 155 172 live 4.777E-04 3.015E-04
155 155 171 live 0.0010 -3.015E-04
156 156 156 live 3.484E-04 -1.284E-04
156 156 157 live -2.984E-04 1.284E-04
156 156 173 live -6.378E-05 3.015E-04
156 156 172 live 5.955E-04 -3.015E-04
157 157 157 live 2.984E-04 -1.284E-04
157 157 158 live -3.484E-04 1.284E-04
157 157 174 live -5.955E-04 3.015E-04
157 157 173 live 6.378E-05 -3.015E-04
158 158 158 live 2.030E-04 -1.284E-04
158 158 159 live -3.453E-04 1.284E-04
158 158 175 live -0.0010 3.015E-04
158 158 174 live -4.777E-04 -3.015E-04
159 159 159 live 7.664E-05 -1.284E-04
159 159 160 live -2.897E-04 1.284E-04
159 159 176 live -0.0013 3.015E-04
159 159 175 live -9.464E-04 -3.015E-04
160 160 160 live -6.135E-05 -1.284E-04
160 160 146 live -1.900E-04 1.284E-04
160 160 162 live -0.0014 3.015E-04
160 160 176 live -0.0013 -3.015E-04
161 161 162 live 0.0014 2.744E-04
161 161 161 live 0.0011 -2.744E-04161 161 177 live 0.0046 -9.875E-04
161 161 178 live 0.0050 9.875E-04
162 162 161 live 0.0015 2.744E-04
162 162 163 live 5.737E-04 -2.744E-04
162 162 179 live 0.0036 -9.875E-04
162 162 177 live 0.0045 9.875E-04
163 163 163 live 0.0014 2.744E-04
163 163 164 live -9.218E-06 -2.744E-04
163 163 180 live 0.0020 -9.875E-04
163 163 179 live 0.0034 9.875E-04
164 164 164 live 0.0011 2.744E-04
164 164 165 live -5.908E-04 -2.744E-04
164 164 181 live 9.782E-05 -9.875E-04164 164 180 live 0.0018 9.875E-04
165 165 165 live 5.908E-04 2.744E-04
165 165 166 live -0.0011 -2.744E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 90/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 85
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
165 165 182 live -0.0018 -9.875E-04
165 165 181 live -9.782E-05 9.875E-04
166 166 166 live 9.218E-06 2.744E-04
166 166 167 live -0.0014 -2.744E-04166 166 183 live -0.0034 -9.875E-04
166 166 182 live -0.0020 9.875E-04
167 167 167 live -5.737E-04 2.744E-04
167 167 168 live -0.0015 -2.744E-04
167 167 184 live -0.0045 -9.875E-04
167 167 183 live -0.0036 9.875E-04
168 168 168 live -0.0011 2.744E-04
168 168 169 live -0.0014 -2.744E-04
168 168 185 live -0.0050 -9.875E-04
168 168 184 live -0.0046 9.875E-04
169 169 169 live -0.0014 2.744E-04
169 169 170 live -0.0011 -2.744E-04
169 169 186 live -0.0046 -9.875E-04
169 169 185 live -0.0050 9.875E-04
170 170 170 live -0.0015 2.744E-04
170 170 171 live -5.737E-04 -2.744E-04
170 170 187 live -0.0036 -9.875E-04
170 170 186 live -0.0045 9.875E-04
171 171 171 live -0.0014 2.744E-04
171 171 172 live 9.218E-06 -2.744E-04
171 171 188 live -0.0020 -9.875E-04
171 171 187 live -0.0034 9.875E-04
172 172 172 live -0.0011 2.744E-04
172 172 173 live 5.908E-04 -2.744E-04
172 172 189 live -9.782E-05 -9.875E-04
172 172 188 live -0.0018 9.875E-04
173 173 173 live -5.908E-04 2.744E-04
173 173 174 live 0.0011 -2.744E-04
173 173 190 live 0.0018 -9.875E-04
173 173 189 live 9.782E-05 9.875E-04
174 174 174 live -9.218E-06 2.744E-04
174 174 175 live 0.0014 -2.744E-04
174 174 191 live 0.0034 -9.875E-04
174 174 190 live 0.0020 9.875E-04
175 175 175 live 5.737E-04 2.744E-04
175 175 176 live 0.0015 -2.744E-04
175 175 192 live 0.0045 -9.875E-04
175 175 191 live 0.0036 9.875E-04
176 176 176 live 0.0011 2.744E-04
176 176 162 live 0.0014 -2.744E-04176 176 178 live 0.0050 -9.875E-04
176 176 192 live 0.0046 9.875E-04
177 177 178 live -0.0050 2.267E-04
177 177 177 live -0.0049 -2.267E-04
177 177 193 live -0.0079 0.0013
177 177 194 live -0.0080 -0.0013
178 178 177 live -0.0043 2.267E-04
178 178 179 live -0.0041 -2.267E-04
178 178 195 live -0.0066 0.0013
178 178 193 live -0.0068 -0.0013
179 179 179 live -0.0030 2.267E-04
179 179 180 live -0.0026 -2.267E-04
179 179 196 live -0.0043 0.0013179 179 195 live -0.0047 -0.0013
180 180 180 live -0.0012 2.267E-04
180 180 181 live -7.865E-04 -2.267E-04
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 91/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 86
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
180 180 197 live -0.0014 0.0013
180 180 196 live -0.0018 -0.0013
181 181 181 live 7.865E-04 2.267E-04
181 181 182 live 0.0012 -2.267E-04181 181 198 live 0.0018 0.0013
181 181 197 live 0.0014 -0.0013
182 182 182 live 0.0026 2.267E-04
182 182 183 live 0.0030 -2.267E-04
182 182 199 live 0.0047 0.0013
182 182 198 live 0.0043 -0.0013
183 183 183 live 0.0041 2.267E-04
183 183 184 live 0.0043 -2.267E-04
183 183 200 live 0.0068 0.0013
183 183 199 live 0.0066 -0.0013
184 184 184 live 0.0049 2.267E-04
184 184 185 live 0.0050 -2.267E-04
184 184 201 live 0.0080 0.0013
184 184 200 live 0.0079 -0.0013
185 185 185 live 0.0050 2.267E-04
185 185 186 live 0.0049 -2.267E-04
185 185 202 live 0.0079 0.0013
185 185 201 live 0.0080 -0.0013
186 186 186 live 0.0043 2.267E-04
186 186 187 live 0.0041 -2.267E-04
186 186 203 live 0.0066 0.0013
186 186 202 live 0.0068 -0.0013
187 187 187 live 0.0030 2.267E-04
187 187 188 live 0.0026 -2.267E-04
187 187 204 live 0.0043 0.0013
187 187 203 live 0.0047 -0.0013
188 188 188 live 0.0012 2.267E-04
188 188 189 live 7.865E-04 -2.267E-04
188 188 205 live 0.0014 0.0013
188 188 204 live 0.0018 -0.0013
189 189 189 live -7.865E-04 2.267E-04
189 189 190 live -0.0012 -2.267E-04
189 189 206 live -0.0018 0.0013
189 189 205 live -0.0014 -0.0013
190 190 190 live -0.0026 2.267E-04
190 190 191 live -0.0030 -2.267E-04
190 190 207 live -0.0047 0.0013
190 190 206 live -0.0043 -0.0013
191 191 191 live -0.0041 2.267E-04
191 191 192 live -0.0043 -2.267E-04191 191 208 live -0.0068 0.0013
191 191 207 live -0.0066 -0.0013
192 192 192 live -0.0049 2.267E-04
192 192 178 live -0.0050 -2.267E-04
192 192 194 live -0.0080 0.0013
192 192 208 live -0.0079 -0.0013
193 193 194 live 0.0080 -0.0048
193 193 193 live 0.0120 0.0048
193 193 209 live -0.0190 0.0061
193 193 210 live -0.0230 -0.0061
194 194 193 live 0.0028 -0.0048
194 194 195 live 0.0141 0.0048
194 194 211 live -0.0120 0.0061194 194 209 live -0.0236 -0.0061
195 195 195 live -0.0029 -0.0048
195 195 196 live 0.0142 0.0048
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 92/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 87
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
195 195 212 live -0.0032 0.0061
195 195 211 live -0.0205 -0.0061
196 196 196 live -0.0081 -0.0048
196 196 197 live 0.0120 0.0048196 196 213 live 0.0060 0.0061
196 196 212 live -0.0144 -0.0061
197 197 197 live -0.0120 -0.0048
197 197 198 live 0.0081 0.0048
197 197 214 live 0.0144 0.0061
197 197 213 live -0.0060 -0.0061
198 198 198 live -0.0142 -0.0048
198 198 199 live 0.0029 0.0048
198 198 215 live 0.0205 0.0061
198 198 214 live 0.0032 -0.0061
199 199 199 live -0.0141 -0.0048
199 199 200 live -0.0028 0.0048
199 199 216 live 0.0236 0.0061
199 199 215 live 0.0120 -0.0061
200 200 200 live -0.0120 -0.0048
200 200 201 live -0.0080 0.0048
200 200 217 live 0.0230 0.0061
200 200 216 live 0.0190 -0.0061
201 201 201 live -0.0080 -0.0048
201 201 202 live -0.0120 0.0048
201 201 218 live 0.0190 0.0061
201 201 217 live 0.0230 -0.0061
202 202 202 live -0.0028 -0.0048
202 202 203 live -0.0141 0.0048
202 202 219 live 0.0120 0.0061
202 202 218 live 0.0236 -0.0061
203 203 203 live 0.0029 -0.0048
203 203 204 live -0.0142 0.0048
203 203 220 live 0.0032 0.0061
203 203 219 live 0.0205 -0.0061
204 204 204 live 0.0081 -0.0048
204 204 205 live -0.0120 0.0048
204 204 221 live -0.0060 0.0061
204 204 220 live 0.0144 -0.0061
205 205 205 live 0.0120 -0.0048
205 205 206 live -0.0081 0.0048
205 205 222 live -0.0144 0.0061
205 205 221 live 0.0060 -0.0061
206 206 206 live 0.0142 -0.0048
206 206 207 live -0.0029 0.0048206 206 223 live -0.0205 0.0061
206 206 222 live -0.0032 -0.0061
207 207 207 live 0.0141 -0.0048
207 207 208 live 0.0028 0.0048
207 207 224 live -0.0236 0.0061
207 207 223 live -0.0120 -0.0061
208 208 208 live 0.0120 -0.0048
208 208 194 live 0.0080 0.0048
208 208 210 live -0.0230 0.0061
208 208 224 live -0.0190 -0.0061
209 209 210 live 0.0230 0.0229
209 209 209 live 6.167E-04 -0.0229
209 209 225 live 0.2059 -0.0500209 209 226 live 0.2287 0.0500
210 210 209 live 0.0419 0.0229
210 210 211 live -0.0219 -0.0229
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 93/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 88
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
210 210 227 live 0.1517 -0.0500
210 210 225 live 0.2167 0.0500
211 211 211 live 0.0544 0.0229
211 211 212 live -0.0411 -0.0229211 211 228 live 0.0744 -0.0500
211 211 227 live 0.1717 0.0500
212 212 212 live 0.0587 0.0229
212 212 213 live -0.0540 -0.0229
212 212 229 live -0.0142 -0.0500
212 212 228 live 0.1006 0.0500
213 213 213 live 0.0540 0.0229
213 213 214 live -0.0587 -0.0229
213 213 230 live -0.1006 -0.0500
213 213 229 live 0.0142 0.0500
214 214 214 live 0.0411 0.0229
214 214 215 live -0.0544 -0.0229
214 214 231 live -0.1717 -0.0500
214 214 230 live -0.0744 0.0500
215 215 215 live 0.0219 0.0229
215 215 216 live -0.0419 -0.0229
215 215 232 live -0.2167 -0.0500
215 215 231 live -0.1517 0.0500
216 216 216 live -6.167E-04 0.0229
216 216 217 live -0.0230 -0.0229
216 216 233 live -0.2287 -0.0500
216 216 232 live -0.2059 0.0500
217 217 217 live -0.0230 0.0229
217 217 218 live -6.167E-04 -0.0229
217 217 234 live -0.2059 -0.0500
217 217 233 live -0.2287 0.0500
218 218 218 live -0.0419 0.0229
218 218 219 live 0.0219 -0.0229
218 218 235 live -0.1517 -0.0500
218 218 234 live -0.2167 0.0500
219 219 219 live -0.0544 0.0229
219 219 220 live 0.0411 -0.0229
219 219 236 live -0.0744 -0.0500
219 219 235 live -0.1717 0.0500
220 220 220 live -0.0587 0.0229
220 220 221 live 0.0540 -0.0229
220 220 237 live 0.0142 -0.0500
220 220 236 live -0.1006 0.0500
221 221 221 live -0.0540 0.0229
221 221 222 live 0.0587 -0.0229221 221 238 live 0.1006 -0.0500
221 221 237 live -0.0142 0.0500
222 222 222 live -0.0411 0.0229
222 222 223 live 0.0544 -0.0229
222 222 239 live 0.1717 -0.0500
222 222 238 live 0.0744 0.0500
223 223 223 live -0.0219 0.0229
223 223 224 live 0.0419 -0.0229
223 223 240 live 0.2167 -0.0500
223 223 239 live 0.1517 0.0500
224 224 224 live 6.167E-04 0.0229
224 224 210 live 0.0230 -0.0229
224 224 226 live 0.2287 -0.0500224 224 240 live 0.2059 0.0500
225 225 226 live -0.2287 -0.0585
225 225 225 live -0.1617 0.0585
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 94/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 89
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
225 225 241 live -0.8508 0.1864
225 225 242 live -0.9192 -0.1864
226 226 225 live -0.2609 -0.0585
226 226 227 live -0.0701 0.0585226 226 243 live -0.6528 0.1864
226 226 241 live -0.8477 -0.1864
227 227 227 live -0.2533 -0.0585
227 227 228 live 0.0322 0.0585
227 227 244 live -0.3555 0.1864
227 227 243 live -0.6471 -0.1864
228 228 228 live -0.2072 -0.0585
228 228 229 live 0.1295 0.0585
228 228 245 live -0.0041 0.1864
228 228 244 live -0.3480 -0.1864
229 229 229 live -0.1295 -0.0585
229 229 230 live 0.2072 0.0585
229 229 246 live 0.3480 0.1864
229 229 245 live 0.0041 -0.1864
230 230 230 live -0.0322 -0.0585
230 230 231 live 0.2533 0.0585
230 230 247 live 0.6471 0.1864
230 230 246 live 0.3555 -0.1864
231 231 231 live 0.0701 -0.0585
231 231 232 live 0.2609 0.0585
231 231 248 live 0.8477 0.1864
231 231 247 live 0.6528 -0.1864
232 232 232 live 0.1617 -0.0585
232 232 233 live 0.2287 0.0585
232 232 249 live 0.9192 0.1864
232 232 248 live 0.8508 -0.1864
233 233 233 live 0.2287 -0.0585
233 233 234 live 0.1617 0.0585
233 233 250 live 0.8508 0.1864
233 233 249 live 0.9192 -0.1864
234 234 234 live 0.2609 -0.0585
234 234 235 live 0.0701 0.0585
234 234 251 live 0.6528 0.1864
234 234 250 live 0.8477 -0.1864
235 235 235 live 0.2533 -0.0585
235 235 236 live -0.0322 0.0585
235 235 252 live 0.3555 0.1864
235 235 251 live 0.6471 -0.1864
236 236 236 live 0.2072 -0.0585
236 236 237 live -0.1295 0.0585236 236 253 live 0.0041 0.1864
236 236 252 live 0.3480 -0.1864
237 237 237 live 0.1295 -0.0585
237 237 238 live -0.2072 0.0585
237 237 254 live -0.3480 0.1864
237 237 253 live -0.0041 -0.1864
238 238 238 live 0.0322 -0.0585
238 238 239 live -0.2533 0.0585
238 238 255 live -0.6471 0.1864
238 238 254 live -0.3555 -0.1864
239 239 239 live -0.0701 -0.0585
239 239 240 live -0.2609 0.0585
239 239 256 live -0.8477 0.1864239 239 255 live -0.6528 -0.1864
240 240 240 live -0.1617 -0.0585
240 240 226 live -0.2287 0.0585
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 95/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 90
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
240 240 242 live -0.9192 0.1864
240 240 256 live -0.8508 -0.1864
241 241 242 live 0.9192 0.0098
241 241 241 live 0.8573 -0.0098241 241 257 live 1.8272 -0.3349
241 241 258 live 1.8911 0.3349
242 242 241 live 0.8411 0.0098
242 242 243 live 0.6650 -0.0098
242 242 259 live 1.4852 -0.3349
242 242 257 live 1.6670 0.3349
243 243 243 live 0.6350 0.0098
243 243 244 live 0.3714 -0.0098
243 243 260 live 0.9171 -0.3349
243 243 259 live 1.1892 0.3349
244 244 244 live 0.3321 0.0098
244 244 245 live 0.0212 -0.0098
244 244 261 live 0.2093 -0.3349
244 244 260 live 0.5303 0.3349
245 245 245 live -0.0212 0.0098
245 245 246 live -0.3321 -0.0098
245 245 262 live -0.5303 -0.3349
245 245 261 live -0.2093 0.3349
246 246 246 live -0.3714 0.0098
246 246 247 live -0.6350 -0.0098
246 246 263 live -1.1892 -0.3349
246 246 262 live -0.9171 0.3349
247 247 247 live -0.6650 0.0098
247 247 248 live -0.8411 -0.0098
247 247 264 live -1.6670 -0.3349
247 247 263 live -1.4852 0.3349
248 248 248 live -0.8573 0.0098
248 248 249 live -0.9192 -0.0098
248 248 265 live -1.8911 -0.3349
248 248 264 live -1.8272 0.3349
249 249 249 live -0.9192 0.0098
249 249 250 live -0.8573 -0.0098
249 249 266 live -1.8272 -0.3349
249 249 265 live -1.8911 0.3349
250 250 250 live -0.8411 0.0098
250 250 251 live -0.6650 -0.0098
250 250 267 live -1.4852 -0.3349
250 250 266 live -1.6670 0.3349
251 251 251 live -0.6350 0.0098
251 251 252 live -0.3714 -0.0098251 251 268 live -0.9171 -0.3349
251 251 267 live -1.1892 0.3349
252 252 252 live -0.3321 0.0098
252 252 253 live -0.0212 -0.0098
252 252 269 live -0.2093 -0.3349
252 252 268 live -0.5303 0.3349
253 253 253 live 0.0212 0.0098
253 253 254 live 0.3321 -0.0098
253 253 270 live 0.5303 -0.3349
253 253 269 live 0.2093 0.3349
254 254 254 live 0.3714 0.0098
254 254 255 live 0.6350 -0.0098
254 254 271 live 1.1892 -0.3349254 254 270 live 0.9171 0.3349
255 255 255 live 0.6650 0.0098
255 255 256 live 0.8411 -0.0098
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 96/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 91
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
255 255 272 live 1.6670 -0.3349
255 255 271 live 1.4852 0.3349
256 256 256 live 0.8573 0.0098
256 256 242 live 0.9192 -0.0098256 256 258 live 1.8911 -0.3349
256 256 272 live 1.8272 0.3349
257 257 258 live -1.8911 0.6101
257 257 257 live -1.8933 -0.6101
257 257 273 live -1.4993 0.3350
257 257 274 live -1.3002 -0.3350
258 258 257 live -1.6009 0.6101
258 258 259 live -1.6074 -0.6101
258 258 275 live -1.4702 0.3350
258 258 273 live -0.9031 -0.3350
259 259 259 live -1.0670 0.6101
259 259 260 live -1.0767 -0.6101
259 259 276 live -1.2173 0.3350
259 259 275 live -0.3685 -0.3350
260 260 260 live -0.3707 0.6101
260 260 261 live -0.3821 -0.6101
260 260 277 live -0.7791 0.3350
260 260 276 live 0.2222 -0.3350
261 261 261 live 0.3821 0.6101
261 261 262 live 0.3707 -0.6101
261 261 278 live -0.2222 0.3350
261 261 277 live 0.7791 -0.3350
262 262 262 live 1.0767 0.6101
262 262 263 live 1.0670 -0.6101
262 262 279 live 0.3685 0.3350
262 262 278 live 1.2173 -0.3350
263 263 263 live 1.6074 0.6101
263 263 264 live 1.6009 -0.6101
263 263 280 live 0.9031 0.3350
263 263 279 live 1.4702 -0.3350
264 264 264 live 1.8933 0.6101
264 264 265 live 1.8911 -0.6101
264 264 281 live 1.3002 0.3350
264 264 280 live 1.4993 -0.3350
265 265 265 live 1.8911 0.6101
265 265 266 live 1.8933 -0.6101
265 265 282 live 1.4993 0.3350
265 265 281 live 1.3002 -0.3350
266 266 266 live 1.6009 0.6101
266 266 267 live 1.6074 -0.6101266 266 283 live 1.4702 0.3350
266 266 282 live 0.9031 -0.3350
267 267 267 live 1.0670 0.6101
267 267 268 live 1.0767 -0.6101
267 267 284 live 1.2173 0.3350
267 267 283 live 0.3685 -0.3350
268 268 268 live 0.3707 0.6101
268 268 269 live 0.3821 -0.6101
268 268 285 live 0.7791 0.3350
268 268 284 live -0.2222 -0.3350
269 269 269 live -0.3821 0.6101
269 269 270 live -0.3707 -0.6101
269 269 286 live 0.2222 0.3350269 269 285 live -0.7791 -0.3350
270 270 270 live -1.0767 0.6101
270 270 271 live -1.0670 -0.6101
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 97/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 92
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
270 270 287 live -0.3685 0.3350
270 270 286 live -1.2173 -0.3350
271 271 271 live -1.6074 0.6101
271 271 272 live -1.6009 -0.6101271 271 288 live -0.9031 0.3350
271 271 287 live -1.4702 -0.3350
272 272 272 live -1.8933 0.6101
272 272 258 live -1.8911 -0.6101
272 272 274 live -1.3002 0.3350
272 272 288 live -1.4993 -0.3350
273 273 274 live 1.3002 -0.4568
273 273 273 live 1.0780 0.4568
273 273 289 live -0.2930 0.5003
273 273 290 live -0.0702 -0.5003
274 274 273 live 1.3245 -0.4568
274 274 275 live 0.6916 0.4568
274 274 291 live -0.4712 0.5003
274 274 289 live 0.1633 -0.5003
275 275 275 live 1.1471 -0.4568
275 275 276 live 0.2000 0.4568
275 275 292 live -0.5776 0.5003
275 275 291 live 0.3719 -0.5003
276 276 276 live 0.7951 -0.4568
276 276 277 live -0.3221 0.4568
276 276 293 live -0.5962 0.5003
276 276 292 live 0.5239 -0.5003
277 277 277 live 0.3221 -0.4568
277 277 278 live -0.7951 0.4568
277 277 294 live -0.5239 0.5003
277 277 293 live 0.5962 -0.5003
278 278 278 live -0.2000 -0.4568
278 278 279 live -1.1471 0.4568
278 278 295 live -0.3719 0.5003
278 278 294 live 0.5776 -0.5003
279 279 279 live -0.6916 -0.4568
279 279 280 live -1.3245 0.4568
279 279 296 live -0.1633 0.5003
279 279 295 live 0.4712 -0.5003
280 280 280 live -1.0780 -0.4568
280 280 281 live -1.3002 0.4568
280 280 297 live 0.0702 0.5003
280 280 296 live 0.2930 -0.5003
281 281 281 live -1.3002 -0.4568
281 281 282 live -1.0780 0.4568281 281 298 live 0.2930 0.5003
281 281 297 live 0.0702 -0.5003
282 282 282 live -1.3245 -0.4568
282 282 283 live -0.6916 0.4568
282 282 299 live 0.4712 0.5003
282 282 298 live -0.1633 -0.5003
283 283 283 live -1.1471 -0.4568
283 283 284 live -0.2000 0.4568
283 283 300 live 0.5776 0.5003
283 283 299 live -0.3719 -0.5003
284 284 284 live -0.7951 -0.4568
284 284 285 live 0.3221 0.4568
284 284 301 live 0.5962 0.5003284 284 300 live -0.5239 -0.5003
285 285 285 live -0.3221 -0.4568
285 285 286 live 0.7951 0.4568
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 98/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 93
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
285 285 302 live 0.5239 0.5003
285 285 301 live -0.5962 -0.5003
286 286 286 live 0.2000 -0.4568
286 286 287 live 1.1471 0.4568286 286 303 live 0.3719 0.5003
286 286 302 live -0.5776 -0.5003
287 287 287 live 0.6916 -0.4568
287 287 288 live 1.3245 0.4568
287 287 304 live 0.1633 0.5003
287 287 303 live -0.4712 -0.5003
288 288 288 live 1.0780 -0.4568
288 288 274 live 1.3002 0.4568
288 288 290 live -0.0702 0.5003
288 288 304 live -0.2930 -0.5003
289 289 290 live 0.0702 -0.4119
289 289 289 live -0.1267 0.4119
289 289 305 live 0.0351 0.3751
289 289 306 live 0.2206 -0.3751
290 290 289 live 0.2564 -0.4119
290 290 291 live -0.3044 0.4119
290 290 307 live -0.1557 0.3751
290 290 305 live 0.3725 -0.3751
291 291 291 live 0.4036 -0.4119
291 291 292 live -0.4357 0.4119
291 291 308 live -0.3228 0.3751
291 291 307 live 0.4676 -0.3751
292 292 292 live 0.4894 -0.4119
292 292 293 live -0.5006 0.4119
292 292 309 live -0.4408 0.3751
292 292 308 live 0.4916 -0.3751
293 293 293 live 0.5006 -0.4119
293 293 294 live -0.4894 0.4119
293 293 310 live -0.4916 0.3751
293 293 309 live 0.4408 -0.3751
294 294 294 live 0.4357 -0.4119
294 294 295 live -0.4036 0.4119
294 294 311 live -0.4676 0.3751
294 294 310 live 0.3228 -0.3751
295 295 295 live 0.3044 -0.4119
295 295 296 live -0.2564 0.4119
295 295 312 live -0.3725 0.3751
295 295 311 live 0.1557 -0.3751
296 296 296 live 0.1267 -0.4119
296 296 297 live -0.0702 0.4119296 296 313 live -0.2206 0.3751
296 296 312 live -0.0351 -0.3751
297 297 297 live -0.0702 -0.4119
297 297 298 live 0.1267 0.4119
297 297 314 live -0.0351 0.3751
297 297 313 live -0.2206 -0.3751
298 298 298 live -0.2564 -0.4119
298 298 299 live 0.3044 0.4119
298 298 315 live 0.1557 0.3751
298 298 314 live -0.3725 -0.3751
299 299 299 live -0.4036 -0.4119
299 299 300 live 0.4357 0.4119
299 299 316 live 0.3228 0.3751299 299 315 live -0.4676 -0.3751
300 300 300 live -0.4894 -0.4119
300 300 301 live 0.5006 0.4119
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 99/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 94
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
300 300 317 live 0.4408 0.3751
300 300 316 live -0.4916 -0.3751
301 301 301 live -0.5006 -0.4119
301 301 302 live 0.4894 0.4119301 301 318 live 0.4916 0.3751
301 301 317 live -0.4408 -0.3751
302 302 302 live -0.4357 -0.4119
302 302 303 live 0.4036 0.4119
302 302 319 live 0.4676 0.3751
302 302 318 live -0.3228 -0.3751
303 303 303 live -0.3044 -0.4119
303 303 304 live 0.2564 0.4119
303 303 320 live 0.3725 0.3751
303 303 319 live -0.1557 -0.3751
304 304 304 live -0.1267 -0.4119
304 304 290 live 0.0702 0.4119
304 304 306 live 0.2206 0.3751
304 304 320 live 0.0351 -0.3751
305 305 306 live -0.2206 -0.4245
305 305 305 live -0.4057 0.4245
305 305 321 live -0.3069 0.4312
305 305 322 live -0.1338 -0.4312
306 306 305 live -0.0019 -0.4245
306 306 307 live -0.5291 0.4245
306 306 323 live -0.4332 0.4312
306 306 321 live 0.0596 -0.4312
307 307 307 live 0.2171 -0.4245
307 307 308 live -0.5719 0.4245
307 307 324 live -0.4936 0.4312
307 307 323 live 0.2440 -0.4312
308 308 308 live 0.4030 -0.4245
308 308 309 live -0.5276 0.4245
308 308 325 live -0.4789 0.4312
308 308 324 live 0.3912 -0.4312
309 309 309 live 0.5276 -0.4245
309 309 310 live -0.4030 0.4245
309 309 326 live -0.3912 0.4312
309 309 325 live 0.4789 -0.4312
310 310 310 live 0.5719 -0.4245
310 310 311 live -0.2171 0.4245
310 310 327 live -0.2440 0.4312
310 310 326 live 0.4936 -0.4312
311 311 311 live 0.5291 -0.4245
311 311 312 live 0.0019 0.4245311 311 328 live -0.0596 0.4312
311 311 327 live 0.4332 -0.4312
312 312 312 live 0.4057 -0.4245
312 312 313 live 0.2206 0.4245
312 312 329 live 0.1338 0.4312
312 312 328 live 0.3069 -0.4312
313 313 313 live 0.2206 -0.4245
313 313 314 live 0.4057 0.4245
313 313 330 live 0.3069 0.4312
313 313 329 live 0.1338 -0.4312
314 314 314 live 0.0019 -0.4245
314 314 315 live 0.5291 0.4245
314 314 331 live 0.4332 0.4312314 314 330 live -0.0596 -0.4312
315 315 315 live -0.2171 -0.4245
315 315 316 live 0.5719 0.4245
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 100/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 95
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
315 315 332 live 0.4936 0.4312
315 315 331 live -0.2440 -0.4312
316 316 316 live -0.4030 -0.4245
316 316 317 live 0.5276 0.4245316 316 333 live 0.4789 0.4312
316 316 332 live -0.3912 -0.4312
317 317 317 live -0.5276 -0.4245
317 317 318 live 0.4030 0.4245
317 317 334 live 0.3912 0.4312
317 317 333 live -0.4789 -0.4312
318 318 318 live -0.5719 -0.4245
318 318 319 live 0.2171 0.4245
318 318 335 live 0.2440 0.4312
318 318 334 live -0.4936 -0.4312
319 319 319 live -0.5291 -0.4245
319 319 320 live -0.0019 0.4245
319 319 336 live 0.0596 0.4312
319 319 335 live -0.4332 -0.4312
320 320 320 live -0.4057 -0.4245
320 320 306 live -0.2206 0.4245
320 320 322 live -0.1338 0.4312
320 320 336 live -0.3069 -0.4312
321 321 322 live 0.1338 -0.5114
321 321 321 live -0.0419 0.5114
321 321 337 live -0.9143 0.5288
321 321 338 live -0.7647 -0.5288
322 322 321 live 0.2891 -0.5114
322 322 323 live -0.2112 0.5114
322 322 339 live -0.9246 0.5288
322 322 337 live -0.4987 -0.5288
323 323 323 live 0.4005 -0.5114
323 323 324 live -0.3484 0.5114
323 323 340 live -0.7942 0.5288
323 323 339 live -0.1568 -0.5288
324 324 324 live 0.4508 -0.5114
324 324 325 live -0.4325 0.5114
324 324 341 live -0.5429 0.5288
324 324 340 live 0.2090 -0.5288
325 325 325 live 0.4325 -0.5114
325 325 326 live -0.4508 0.5114
325 325 342 live -0.2090 0.5288
325 325 341 live 0.5429 -0.5288
326 326 326 live 0.3484 -0.5114
326 326 327 live -0.4005 0.5114326 326 343 live 0.1568 0.5288
326 326 342 live 0.7942 -0.5288
327 327 327 live 0.2112 -0.5114
327 327 328 live -0.2891 0.5114
327 327 344 live 0.4987 0.5288
327 327 343 live 0.9246 -0.5288
328 328 328 live 0.0419 -0.5114
328 328 329 live -0.1338 0.5114
328 328 345 live 0.7647 0.5288
328 328 344 live 0.9143 -0.5288
329 329 329 live -0.1338 -0.5114
329 329 330 live 0.0419 0.5114
329 329 346 live 0.9143 0.5288329 329 345 live 0.7647 -0.5288
330 330 330 live -0.2891 -0.5114
330 330 331 live 0.2112 0.5114
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 101/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 96
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
330 330 347 live 0.9246 0.5288
330 330 346 live 0.4987 -0.5288
331 331 331 live -0.4005 -0.5114
331 331 332 live 0.3484 0.5114331 331 348 live 0.7942 0.5288
331 331 347 live 0.1568 -0.5288
332 332 332 live -0.4508 -0.5114
332 332 333 live 0.4325 0.5114
332 332 349 live 0.5429 0.5288
332 332 348 live -0.2090 -0.5288
333 333 333 live -0.4325 -0.5114
333 333 334 live 0.4508 0.5114
333 333 350 live 0.2090 0.5288
333 333 349 live -0.5429 -0.5288
334 334 334 live -0.3484 -0.5114
334 334 335 live 0.4005 0.5114
334 334 351 live -0.1568 0.5288
334 334 350 live -0.7942 -0.5288
335 335 335 live -0.2112 -0.5114
335 335 336 live 0.2891 0.5114
335 335 352 live -0.4987 0.5288
335 335 351 live -0.9246 -0.5288
336 336 336 live -0.0419 -0.5114
336 336 322 live 0.1338 0.5114
336 336 338 live -0.7647 0.5288
336 336 352 live -0.9143 -0.5288
337 337 338 live 0.7647 -0.5906
337 337 337 live 0.5511 0.5906
337 337 353 live -0.4784 0.5576
337 337 354 live -0.2878 -0.5576
338 338 337 live 0.8618 -0.5906
338 338 339 live 0.2536 0.5906
338 338 355 live -0.5962 0.5576
338 338 353 live -0.0534 -0.5576
339 339 339 live 0.8278 -0.5906
339 339 340 live -0.0825 0.5906
339 339 356 live -0.6232 0.5576
339 339 355 live 0.1892 -0.5576
340 340 340 live 0.6677 -0.5906
340 340 341 live -0.4060 0.5906
340 340 357 live -0.5553 0.5576
340 340 356 live 0.4029 -0.5576
341 341 341 live 0.4060 -0.5906
341 341 342 live -0.6677 0.5906341 341 358 live -0.4029 0.5576
341 341 357 live 0.5553 -0.5576
342 342 342 live 0.0825 -0.5906
342 342 343 live -0.8278 0.5906
342 342 359 live -0.1892 0.5576
342 342 358 live 0.6232 -0.5576
343 343 343 live -0.2536 -0.5906
343 343 344 live -0.8618 0.5906
343 343 360 live 0.0534 0.5576
343 343 359 live 0.5962 -0.5576
344 344 344 live -0.5511 -0.5906
344 344 345 live -0.7647 0.5906
344 344 361 live 0.2878 0.5576344 344 360 live 0.4784 -0.5576
345 345 345 live -0.7647 -0.5906
345 345 346 live -0.5511 0.5906
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 102/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 97
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
345 345 362 live 0.4784 0.5576
345 345 361 live 0.2878 -0.5576
346 346 346 live -0.8618 -0.5906
346 346 347 live -0.2536 0.5906346 346 363 live 0.5962 0.5576
346 346 362 live 0.0534 -0.5576
347 347 347 live -0.8278 -0.5906
347 347 348 live 0.0825 0.5906
347 347 364 live 0.6232 0.5576
347 347 363 live -0.1892 -0.5576
348 348 348 live -0.6677 -0.5906
348 348 349 live 0.4060 0.5906
348 348 365 live 0.5553 0.5576
348 348 364 live -0.4029 -0.5576
349 349 349 live -0.4060 -0.5906
349 349 350 live 0.6677 0.5906
349 349 366 live 0.4029 0.5576
349 349 365 live -0.5553 -0.5576
350 350 350 live -0.0825 -0.5906
350 350 351 live 0.8278 0.5906
350 350 367 live 0.1892 0.5576
350 350 366 live -0.6232 -0.5576
351 351 351 live 0.2536 -0.5906
351 351 352 live 0.8618 0.5906
351 351 368 live -0.0534 0.5576
351 351 367 live -0.5962 -0.5576
352 352 352 live 0.5511 -0.5906
352 352 338 live 0.7647 0.5906
352 352 354 live -0.2878 0.5576
352 352 368 live -0.4784 -0.5576
353 353 354 live 0.2878 0.0073
353 353 353 live 0.2688 -0.0073
353 353 369 live 0.0600 -0.0254
353 353 370 live 0.0729 0.0254
354 354 353 live 0.2630 0.0073
354 354 355 live 0.2088 -0.0073
354 354 371 live 0.0379 -0.0254
354 354 369 live 0.0747 0.0254
355 355 355 live 0.1981 0.0073
355 355 356 live 0.1171 -0.0073
355 355 372 live 0.0101 -0.0254
355 355 371 live 0.0652 0.0254
356 356 356 live 0.1031 0.0073
356 356 357 live 0.0076 -0.0073356 356 373 live -0.0193 -0.0254
356 356 372 live 0.0457 0.0254
357 357 357 live -0.0076 0.0073
357 357 358 live -0.1031 -0.0073
357 357 374 live -0.0457 -0.0254
357 357 373 live 0.0193 0.0254
358 358 358 live -0.1171 0.0073
358 358 359 live -0.1981 -0.0073
358 358 375 live -0.0652 -0.0254
358 358 374 live -0.0101 0.0254
359 359 359 live -0.2088 0.0073
359 359 360 live -0.2630 -0.0073
359 359 376 live -0.0747 -0.0254359 359 375 live -0.0379 0.0254
360 360 360 live -0.2688 0.0073
360 360 361 live -0.2878 -0.0073
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 103/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 98
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
360 360 377 live -0.0729 -0.0254
360 360 376 live -0.0600 0.0254
361 361 361 live -0.2878 0.0073
361 361 362 live -0.2688 -0.0073361 361 378 live -0.0600 -0.0254
361 361 377 live -0.0729 0.0254
362 362 362 live -0.2630 0.0073
362 362 363 live -0.2088 -0.0073
362 362 379 live -0.0379 -0.0254
362 362 378 live -0.0747 0.0254
363 363 363 live -0.1981 0.0073
363 363 364 live -0.1171 -0.0073
363 363 380 live -0.0101 -0.0254
363 363 379 live -0.0652 0.0254
364 364 364 live -0.1031 0.0073
364 364 365 live -0.0076 -0.0073
364 364 381 live 0.0193 -0.0254
364 364 380 live -0.0457 0.0254
365 365 365 live 0.0076 0.0073
365 365 366 live 0.1031 -0.0073
365 365 382 live 0.0457 -0.0254
365 365 381 live -0.0193 0.0254
366 366 366 live 0.1171 0.0073
366 366 367 live 0.1981 -0.0073
366 366 383 live 0.0652 -0.0254
366 366 382 live 0.0101 0.0254
367 367 367 live 0.2088 0.0073
367 367 368 live 0.2630 -0.0073
367 367 384 live 0.0747 -0.0254
367 367 383 live 0.0379 0.0254
368 368 368 live 0.2688 0.0073
368 368 354 live 0.2878 -0.0073
368 368 370 live 0.0729 -0.0254
368 368 384 live 0.0600 0.0254
369 369 370 live -0.0729 -0.0528
369 369 369 live -0.0613 0.0528
369 369 385 live 0.0712 0.0348
369 369 386 live 0.0630 -0.0348
370 370 369 live -0.0733 -0.0528
370 370 371 live -0.0404 0.0528
370 370 387 live 0.0685 0.0348
370 370 385 live 0.0453 -0.0348
371 371 371 live -0.0626 -0.0528
371 371 372 live -0.0134 0.0528371 371 388 live 0.0553 0.0348
371 371 387 live 0.0207 -0.0348
372 372 372 live -0.0424 -0.0528
372 372 373 live 0.0157 0.0528
372 372 389 live 0.0338 0.0348
372 372 388 live -0.0071 -0.0348
373 373 373 live -0.0157 -0.0528
373 373 374 live 0.0424 0.0528
373 373 390 live 0.0071 0.0348
373 373 389 live -0.0338 -0.0348
374 374 374 live 0.0134 -0.0528
374 374 375 live 0.0626 0.0528
374 374 391 live -0.0207 0.0348374 374 390 live -0.0553 -0.0348
375 375 375 live 0.0404 -0.0528
375 375 376 live 0.0733 0.0528
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 104/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 99
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
375 375 392 live -0.0453 0.0348
375 375 391 live -0.0685 -0.0348
376 376 376 live 0.0613 -0.0528
376 376 377 live 0.0729 0.0528376 376 393 live -0.0630 0.0348
376 376 392 live -0.0712 -0.0348
377 377 377 live 0.0729 -0.0528
377 377 378 live 0.0613 0.0528
377 377 394 live -0.0712 0.0348
377 377 393 live -0.0630 -0.0348
378 378 378 live 0.0733 -0.0528
378 378 379 live 0.0404 0.0528
378 378 395 live -0.0685 0.0348
378 378 394 live -0.0453 -0.0348
379 379 379 live 0.0626 -0.0528
379 379 380 live 0.0134 0.0528
379 379 396 live -0.0553 0.0348
379 379 395 live -0.0207 -0.0348
380 380 380 live 0.0424 -0.0528
380 380 381 live -0.0157 0.0528
380 380 397 live -0.0338 0.0348
380 380 396 live 0.0071 -0.0348
381 381 381 live 0.0157 -0.0528
381 381 382 live -0.0424 0.0528
381 381 398 live -0.0071 0.0348
381 381 397 live 0.0338 -0.0348
382 382 382 live -0.0134 -0.0528
382 382 383 live -0.0626 0.0528
382 382 399 live 0.0207 0.0348
382 382 398 live 0.0553 -0.0348
383 383 383 live -0.0404 -0.0528
383 383 384 live -0.0733 0.0528
383 383 400 live 0.0453 0.0348
383 383 399 live 0.0685 -0.0348
384 384 384 live -0.0613 -0.0528
384 384 370 live -0.0729 0.0528
384 384 386 live 0.0630 0.0348
384 384 400 live 0.0712 -0.0348
385 385 386 live -0.0630 -0.0187
385 385 385 live -0.0559 0.0187
385 385 401 live 0.0077 0.0159
385 385 402 live 0.0030 -0.0159
386 386 385 live -0.0605 -0.0187
386 386 387 live -0.0403 0.0187386 386 403 live 0.0111 0.0159
386 386 401 live -0.0020 -0.0159
387 387 387 live -0.0488 -0.0187
387 387 388 live -0.0186 0.0187
387 387 404 live 0.0128 0.0159
387 387 403 live -0.0068 -0.0159
388 388 388 live -0.0296 -0.0187
388 388 389 live 0.0060 0.0187
388 388 405 live 0.0126 0.0159
388 388 404 live -0.0105 -0.0159
389 389 389 live -0.0060 -0.0187
389 389 390 live 0.0296 0.0187
389 389 406 live 0.0105 0.0159389 389 405 live -0.0126 -0.0159
390 390 390 live 0.0186 -0.0187
390 390 391 live 0.0488 0.0187
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 105/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 100
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
390 390 407 live 0.0068 0.0159
390 390 406 live -0.0128 -0.0159
391 391 391 live 0.0403 -0.0187
391 391 392 live 0.0605 0.0187391 391 408 live 0.0020 0.0159
391 391 407 live -0.0111 -0.0159
392 392 392 live 0.0559 -0.0187
392 392 393 live 0.0630 0.0187
392 392 409 live -0.0030 0.0159
392 392 408 live -0.0077 -0.0159
393 393 393 live 0.0630 -0.0187
393 393 394 live 0.0559 0.0187
393 393 410 live -0.0077 0.0159
393 393 409 live -0.0030 -0.0159
394 394 394 live 0.0605 -0.0187
394 394 395 live 0.0403 0.0187
394 394 411 live -0.0111 0.0159
394 394 410 live 0.0020 -0.0159
395 395 395 live 0.0488 -0.0187
395 395 396 live 0.0186 0.0187
395 395 412 live -0.0128 0.0159
395 395 411 live 0.0068 -0.0159
396 396 396 live 0.0296 -0.0187
396 396 397 live -0.0060 0.0187
396 396 413 live -0.0126 0.0159
396 396 412 live 0.0105 -0.0159
397 397 397 live 0.0060 -0.0187
397 397 398 live -0.0296 0.0187
397 397 414 live -0.0105 0.0159
397 397 413 live 0.0126 -0.0159
398 398 398 live -0.0186 -0.0187
398 398 399 live -0.0488 0.0187
398 398 415 live -0.0068 0.0159
398 398 414 live 0.0128 -0.0159
399 399 399 live -0.0403 -0.0187
399 399 400 live -0.0605 0.0187
399 399 416 live -0.0020 0.0159
399 399 415 live 0.0111 -0.0159
400 400 400 live -0.0559 -0.0187
400 400 386 live -0.0630 0.0187
400 400 402 live 0.0030 0.0159
400 400 416 live 0.0077 -0.0159
401 401 402 live -0.0030 0.0058
401 401 401 live -0.0038 -0.0058401 401 417 live -0.0062 1.555E-04
401 401 418 live -0.0058 -1.555E-04
402 402 401 live -0.0019 0.0058
402 402 403 live -0.0039 -0.0058
402 402 419 live -0.0056 1.555E-04
402 402 417 live -0.0045 -1.555E-04
403 403 403 live -4.150E-04 0.0058
403 403 404 live -0.0034 -0.0058
403 403 420 live -0.0042 1.555E-04
403 403 419 live -0.0025 -1.555E-04
404 404 404 live 0.0011 0.0058
404 404 405 live -0.0025 -0.0058
404 404 421 live -0.0022 1.555E-04404 404 420 live -2.013E-04 -1.555E-04
405 405 405 live 0.0025 0.0058
405 405 406 live -0.0011 -0.0058
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 106/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 101
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
405 405 422 live 2.013E-04 1.555E-04
405 405 421 live 0.0022 -1.555E-04
406 406 406 live 0.0034 0.0058
406 406 407 live 4.150E-04 -0.0058406 406 423 live 0.0025 1.555E-04
406 406 422 live 0.0042 -1.555E-04
407 407 407 live 0.0039 0.0058
407 407 408 live 0.0019 -0.0058
407 407 424 live 0.0045 1.555E-04
407 407 423 live 0.0056 -1.555E-04
408 408 408 live 0.0038 0.0058
408 408 409 live 0.0030 -0.0058
408 408 425 live 0.0058 1.555E-04
408 408 424 live 0.0062 -1.555E-04
409 409 409 live 0.0030 0.0058
409 409 410 live 0.0038 -0.0058
409 409 426 live 0.0062 1.555E-04
409 409 425 live 0.0058 -1.555E-04
410 410 410 live 0.0019 0.0058
410 410 411 live 0.0039 -0.0058
410 410 427 live 0.0056 1.555E-04
410 410 426 live 0.0045 -1.555E-04
411 411 411 live 4.150E-04 0.0058
411 411 412 live 0.0034 -0.0058
411 411 428 live 0.0042 1.555E-04
411 411 427 live 0.0025 -1.555E-04
412 412 412 live -0.0011 0.0058
412 412 413 live 0.0025 -0.0058
412 412 429 live 0.0022 1.555E-04
412 412 428 live 2.013E-04 -1.555E-04
413 413 413 live -0.0025 0.0058
413 413 414 live 0.0011 -0.0058
413 413 430 live -2.013E-04 1.555E-04
413 413 429 live -0.0022 -1.555E-04
414 414 414 live -0.0034 0.0058
414 414 415 live -4.150E-04 -0.0058
414 414 431 live -0.0025 1.555E-04
414 414 430 live -0.0042 -1.555E-04
415 415 415 live -0.0039 0.0058
415 415 416 live -0.0019 -0.0058
415 415 432 live -0.0045 1.555E-04
415 415 431 live -0.0056 -1.555E-04
416 416 416 live -0.0038 0.0058
416 416 402 live -0.0030 -0.0058416 416 418 live -0.0058 1.555E-04
416 416 432 live -0.0062 -1.555E-04
417 417 418 live 0.0058 0.0029
417 417 417 live 0.0047 -0.0029
417 417 433 live 9.871E-05 -4.579E-04
417 417 434 live 4.782E-04 4.579E-04
418 418 417 live 0.0059 0.0029
418 418 419 live 0.0030 -0.0029
418 418 435 live -2.958E-04 -4.579E-04
418 418 433 live 7.849E-04 4.579E-04
419 419 419 live 0.0052 0.0029
419 419 420 live 7.538E-04 -0.0029
419 419 436 live -6.453E-04 -4.579E-04419 419 435 live 9.721E-04 4.579E-04
420 420 420 live 0.0037 0.0029
420 420 421 live -0.0016 -0.0029
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 107/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 102
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
420 420 437 live -8.965E-04 -4.579E-04
420 420 436 live 0.0010 4.579E-04
421 421 421 live 0.0016 0.0029
421 421 422 live -0.0037 -0.0029421 421 438 live -0.0010 -4.579E-04
421 421 437 live 8.965E-04 4.579E-04
422 422 422 live -7.538E-04 0.0029
422 422 423 live -0.0052 -0.0029
422 422 439 live -9.721E-04 -4.579E-04
422 422 438 live 6.453E-04 4.579E-04
423 423 423 live -0.0030 0.0029
423 423 424 live -0.0059 -0.0029
423 423 440 live -7.849E-04 -4.579E-04
423 423 439 live 2.958E-04 4.579E-04
424 424 424 live -0.0047 0.0029
424 424 425 live -0.0058 -0.0029
424 424 441 live -4.782E-04 -4.579E-04
424 424 440 live -9.871E-05 4.579E-04
425 425 425 live -0.0058 0.0029
425 425 426 live -0.0047 -0.0029
425 425 442 live -9.871E-05 -4.579E-04
425 425 441 live -4.782E-04 4.579E-04
426 426 426 live -0.0059 0.0029
426 426 427 live -0.0030 -0.0029
426 426 443 live 2.958E-04 -4.579E-04
426 426 442 live -7.849E-04 4.579E-04
427 427 427 live -0.0052 0.0029
427 427 428 live -7.538E-04 -0.0029
427 427 444 live 6.453E-04 -4.579E-04
427 427 443 live -9.721E-04 4.579E-04
428 428 428 live -0.0037 0.0029
428 428 429 live 0.0016 -0.0029
428 428 445 live 8.965E-04 -4.579E-04
428 428 444 live -0.0010 4.579E-04
429 429 429 live -0.0016 0.0029
429 429 430 live 0.0037 -0.0029
429 429 446 live 0.0010 -4.579E-04
429 429 445 live -8.965E-04 4.579E-04
430 430 430 live 7.538E-04 0.0029
430 430 431 live 0.0052 -0.0029
430 430 447 live 9.721E-04 -4.579E-04
430 430 446 live -6.453E-04 4.579E-04
431 431 431 live 0.0030 0.0029
431 431 432 live 0.0059 -0.0029431 431 448 live 7.849E-04 -4.579E-04
431 431 447 live -2.958E-04 4.579E-04
432 432 432 live 0.0047 0.0029
432 432 418 live 0.0058 -0.0029
432 432 434 live 4.782E-04 -4.579E-04
432 432 448 live 9.871E-05 4.579E-04
433 433 434 live -4.782E-04 -0.0038
433 433 433 live 8.649E-05 0.0038
433 433 449 live -5.307E-05 -0.0031
433 433 450 live -2.282E-15 0.0031
434 434 433 live -9.701E-04 -0.0038
434 434 435 live 6.380E-04 0.0038
434 434 451 live -9.807E-05 -0.0031434 434 449 live 5.307E-05 0.0031
435 435 435 live -0.0013 -0.0038
435 435 436 live 0.0011 0.0038
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 108/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 103
Table: Element Joint Forces - Areas, Part 2 of 2
Area AreaElem Joint OutputCase M2 M3
Kip-ft Kip-ft
435 435 452 live -1.281E-04 -0.0031
435 435 451 live 9.807E-05 0.0031
436 436 436 live -0.0015 -0.0038
436 436 437 live 0.0014 0.0038436 436 453 live -1.387E-04 -0.0031
436 436 452 live 1.281E-04 0.0031
437 437 437 live -0.0014 -0.0038
437 437 438 live 0.0015 0.0038
437 437 454 live -1.281E-04 -0.0031
437 437 453 live 1.387E-04 0.0031
438 438 438 live -0.0011 -0.0038
438 438 439 live 0.0013 0.0038
438 438 455 live -9.807E-05 -0.0031
438 438 454 live 1.281E-04 0.0031
439 439 439 live -6.380E-04 -0.0038
439 439 440 live 9.701E-04 0.0038
439 439 456 live -5.307E-05 -0.0031
439 439 455 live 9.807E-05 0.0031
440 440 440 live -8.649E-05 -0.0038
440 440 441 live 4.782E-04 0.0038
440 440 457 live -3.656E-16 -0.0031
440 440 456 live 5.307E-05 0.0031
441 441 441 live 4.782E-04 -0.0038
441 441 442 live -8.649E-05 0.0038
441 441 458 live 5.307E-05 -0.0031
441 441 457 live -1.192E-15 0.0031
442 442 442 live 9.701E-04 -0.0038
442 442 443 live -6.380E-04 0.0038
442 442 459 live 9.807E-05 -0.0031
442 442 458 live -5.307E-05 0.0031
443 443 443 live 0.0013 -0.0038
443 443 444 live -0.0011 0.0038
443 443 460 live 1.281E-04 -0.0031
443 443 459 live -9.807E-05 0.0031
444 444 444 live 0.0015 -0.0038
444 444 445 live -0.0014 0.0038
444 444 461 live 1.387E-04 -0.0031
444 444 460 live -1.281E-04 0.0031
445 445 445 live 0.0014 -0.0038
445 445 446 live -0.0015 0.0038
445 445 462 live 1.281E-04 -0.0031
445 445 461 live -1.387E-04 0.0031
446 446 446 live 0.0011 -0.0038
446 446 447 live -0.0013 0.0038446 446 463 live 9.807E-05 -0.0031
446 446 462 live -1.281E-04 0.0031
447 447 447 live 6.380E-04 -0.0038
447 447 448 live -9.701E-04 0.0038
447 447 464 live 5.307E-05 -0.0031
447 447 463 live -9.807E-05 0.0031
448 448 448 live 8.649E-05 -0.0038
448 448 434 live -4.782E-04 0.0038
448 448 450 live 1.081E-15 -0.0031
448 448 464 live -5.307E-05 0.0031
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 109/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 104
Table: Load Case Definitions, Part 1 of 2
Table: Load Case Definitions, Part 1 of 2
Case Type InitialCond ModalCase BaseCase DesTypeOpt DesignType AutoType
DEAD LinStatic Zero Prog Det DEAD None
MODAL LinModal Zero Prog Det OTHER None
live LinStatic Zero Prog Det LIVE None
wind LinStatic Zero Prog Det WIND None
EQx LinStatic Zero Prog Det QUAKE None
EQy LinStatic Zero Prog Det QUAKE None
wind-2 LinStatic Zero Prog Det WIND None
wind-3 LinStatic Zero Prog Det WIND None
wind-4 LinStatic Zero Prog Det WIND None
wind-5 LinStatic Zero Prog Det WIND None
wind-6 LinStatic Zero Prog Det WIND None
wind-7 LinStatic Zero Prog Det WIND None
wind-8 LinStatic Zero Prog Det WIND None
wind-9 LinStatic Zero Prog Det WIND None
wind-10 LinStatic Zero Prog Det WIND None
wind-11 LinStatic Zero Prog Det WIND Nonewind-12 LinStatic Zero Prog Det WIND None
Table: Load Case Definitions, Part 2 of 2
Table: Load Case Definitions, Part 2 of 2
Case RunCase CaseStatus GUID Notes
DEAD Yes Finished
MODAL No Not Run
live Yes Finished
wind Yes Finished
EQx Yes FinishedEQy Yes Finished
wind-2 Yes Finished
wind-3 Yes Finished
wind-4 Yes Finished
wind-5 Yes Finished
wind-6 Yes Finished
wind-7 Yes Finished
wind-8 Yes Finished
wind-9 Yes Finished
wind-10 Yes Finished
wind-11 Yes Finished
wind-12 Yes Finished
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 110/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 105
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 111/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 106
8/20/2019 Water Supply and Swereage System Design Report
http://slidepdf.com/reader/full/water-supply-and-swereage-system-design-report 112/113
Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report
ANNEXURE-III 107