Water Supply and Swereage System Design Report

113
 DESIGN REPORT  WATER SUPPLY SYSTEM & SEWERAGE SYSTEM IQBAL AVENUE COOPERATIVE HOUSING SOCIETY (PHASE-III) LAHORE 

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DESIGN REPORT

 WATER SUPPLY SYSTEM

&

SEWERAGE SYSTEM

IQBAL AVENUE COOPERATIVE

HOUSING SOCIETY (PHASE-III)LAHORE 

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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

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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

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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 

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TABLE OF CONTENTS iv

LIST OF FIGURES 

FIG-1: Location Plan of the Society 2

FIG-2: Master Plan of the Society 3

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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.

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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.

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INTRODUCTION 3 

Figure 2 : Master Plan of the Iqbal Avenue Cooperative Housing Scheme Lahore

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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.

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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

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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.

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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.

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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.

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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

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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

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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

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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'.

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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

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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

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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:

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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

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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

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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

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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. 

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 ANNEXURE I 20 

ANNEXURE I

WATER SUPPLY NETWORK ANALYSIS

USING “EPANET” 

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 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

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 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

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 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

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 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

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 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

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 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

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 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

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Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report

 ANNEXURE I 28 

FIGURES FROM EPANET

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 ANNEXURE I  29 

MASTER PLAN OF THE SCHEME

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 ANNEXURE I  30 

NODE NUMBERS

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 ANNEXURE I  31 

NODAL DEMAND (GPM)

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 ANNEXURE I  32 

NODAL PRESSURE (PSI)

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 ANNEXURE I  33 

PIPE NUMBERS

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 ANNEXURE I  34 

PIPE DIAMETERS

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 ANNEXURE I  35 

VELOCITY IN PIPE (FPS)

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 ANNEXURE I  36 

FLOW IN PIPES & DIRECTION OF FLOW

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 ANNEXURE I  37 

PIPE LENGTHS (FT)

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Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore Design Report 

38

ANNEXURE II

HYDRAULIC STATEMENTFOR

SEWERAGE SYSTEM

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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

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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

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 ANNEXURE-III 41

ANNEXURE III

CALCULATION OF OVER HEAD WATER TANK USINGSAP SOFTWARE

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 ANNEXURE-III 42

SAP2000 Analysis Report

Model Name: Water Tower for IACHS

22 June 2011

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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

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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

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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

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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

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 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

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 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

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 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

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 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

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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

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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

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 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

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 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

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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

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 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

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 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

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 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

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 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

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 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

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 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

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 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

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 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

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 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

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 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

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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

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 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

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 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

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 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

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 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

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 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

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 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

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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

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 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

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 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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report 

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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 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

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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

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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

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Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report 

 ANNEXURE-III 105

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Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report 

 ANNEXURE-III 106

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Iqbal Avenue Cooperative Housing Society (Phase-III) Lahore. Design Report 

 ANNEXURE-III 107

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