Calculating Bracket & Clip-Rev.1
-
Upload
endika-alfan -
Category
Documents
-
view
217 -
download
0
Transcript of Calculating Bracket & Clip-Rev.1
-
7/28/2019 Calculating Bracket & Clip-Rev.1
1/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No : Discipline : Rev. : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 1 of 13
TOTAL OR PARTIAL REPRODUCTIONAND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDEN
WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
COMPANY REVIEW AND APPROVAL OF THIS DOCUMENT DOES NOT RELIEVE VENDOR/CONTRACTOR OF DESIGN
RESPONSIBILITY OR LIABILITY UNDER THE APPLICABLE CONTRACT
STATUS CODE : A = Issued for Review; B = Issued for Approval; C = Approved for Design / Construction
This document (hardcopy & softfile) is the property of COMPANY. It must not be stored, reproduced or disclosed to the other
written autorization from the COMPANY
REV Status DATE DESCRIPTION PREP'D CHK'D APP'D COMPANY
A A 1/3/2013 Issued forReview DVD HW SP
Country Area Project Originator Discipline Type Identification Number
INA BGKO TFU TMS Mc - -
-
7/28/2019 Calculating Bracket & Clip-Rev.1
2/13
PAGEREVISIONS
REMARKSATTACHMENTS
REMARKSA B D E F G ATT PAGE A B C D E F G
1 x
2 x
3 x
4 x
5 x
6 x
7 x
8 x
9 x
10 x
11 x
12 x
13 x
14
15
16
17
18EXHI. PAGE
REVISIONSREMARKS
19 A B C D E F G
20
21
22
23
24
2526
27
28
29
30
31
32
33
34
35
36
37
3839
40
41
42
43
44
45
46
47
48
49
50
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No : Discipline : Rev. : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 2 of 13
TOTAL OR PARTIAL REPRODUCTIONAND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDEN
WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
TABULATION OF REVISED PAGES
-
7/28/2019 Calculating Bracket & Clip-Rev.1
3/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No : Discipline : Rev. : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 3 of 13
TOTAL OR PARTIAL REPRODUCTIONAND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDEN
WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
1.GENERAL
PURPOSE AND APPLICATION
This calculation sheet is for bracket & clip schaffolding Bangko GS tank. Brackets & clips are using
for support as tools (for maintenance, welding work, painting etc ) during construction, this tools consist of
saveral set. This calculation is represent 1 set schaffolding. This schaffolding designed to keep 2 persons
and tools.
The following definition are used in this calculation
Company : Chevron Pacific Indonesia, PT
Fabricator : Timas Suplindo, PT
Project : Bangko GS Tank Facility Upgrade
Facilities : Bangko GS (Gathering Station)
SCOPE
This document present bracket & clip schaffolding of tank in bangko GS
This calculation applicable only for tank in Bangko GS
STANDARDS, REFERENCES AND CODES
Codes :
ASME II : American Society of Mechanical Engineer
Material, 2007 Edition
AISC : American Institute of Steel Construction
AISC Allowable Stress Design, ninth edition
Chevron Engineering Standards
UNIT
All unit are US Units unless noted otherwise
LOADING DATADescription Load
Design Load
- Live Load Design : 300 kg : 661.39 lb ( 2 persons and tools )- Scaffold Boar Weight : 30 kg : 66.14 lb
- Frame Weight : 65 kg : 143.30 lb
2.DESIGN CONDITION
Code : AISCASD
Load Combination Design : 1. 1 DEAD LOAD + 1 LIVE LOAD
PART MATERIAL
Plate A 36
Frame A 36 / SS 400
3.SUMMARY CALCULATION
Structural Members
Frame : ANGLE 50X50X5
-
7/28/2019 Calculating Bracket & Clip-Rev.1
4/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 4 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
DESIGN BRACKET & BRACKET STRAPS
1. Design Load
- Live Load Design : 300 kg ( 2 Persons + Tools )
- Scaffold Board Weight : 30 kg
- Estimated Frame Weight : 65 kg +
WL : 395 kg ( 870 lb )
- Sketch
Brack et Starps
TYP6
Frame
-
7/28/2019 Calculating Bracket & Clip-Rev.1
5/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 5 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
2. Design Stress of Material
- Material : SA 36- Min Yield Stress (Fy) : 36000 psi- Allowable Shearing Stress (0.4 Fy) : 14400 psi
- Allowable Tension, Compress Stress (0.6 Fy) : 21600 psi
- Allowable Bending (0.66 Fy) : 23760 psi
- Allowable Stress Weld Part (0.4 Fy) : 14400 psi
3. Design Bracket Straps
- Distribution Load Q : WL =(WxL)
870lb= 0.346 lb/in
(70.87x35.43)in2
- Distribution Loat at Frame q : Q x (W/2): 0.346 lb/in x (70.87/2)
: 12.261 lb/in- P = q x L
= 12.261 lb/in x 35.43 in
= 434.41 lb
a. Shear Stress at Bracket Straps
s = P =A
shearstraps
434.41lb= 437.913 psi < 14400 psi Ok!
0.992in
Where : Ashear straps = L1 x t.straps
= 3.15 in x 0.315 in= 0.992 in
2
b. Weld Stress at Bracket Straps
- Shear Stress at Weld (weld treated as line)
ws =P
=A
weld
434.41lb
4.3in= 101.026 lb/in
- Tension stress at weld
-
7/28/2019 Calculating Bracket & Clip-Rev.1
6/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 6 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
Bending Moment at Point A
M = 1701.1 lb.in (see value at analysis structure frame)
P =M
=L1
1701.1lb.in
19.69in= 86.39 lb
wt =P
=
86.39
0.992= 87.087 lb/in
Where : Ashear straps = L1 x t.straps
= 3.15 in x 0.315 in
= 0.992 in2
Resultan t Force
R =
=
ws +wt
101.026 + 87.087
= 133.38 lb/in
t leg size =R
all=
133.38lb /
in
14400lb / in
= 0.00926 in
t throat = 0.707 x t leg size
= 0.707 x 0.00926
= 0.00655 in (minimum throat thickness)
= 0.17 mm
Summary Report
No Description Profile Welding Size
1 Bracket Straps W = 80 mm
Thk = 8 mmLeg Size = 6 mm
2 Frame L50 X 50 X 5
50
50Thk = 5 mm
Leg Size = 5 mm
-
7/28/2019 Calculating Bracket & Clip-Rev.1
7/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 7 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
Frame Labels
Joint Labels
-
7/28/2019 Calculating Bracket & Clip-Rev.1
8/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 8 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
3D View
-
7/28/2019 Calculating Bracket & Clip-Rev.1
9/13
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 1
4/5/11 10:56:55
Sony Electronics, Inc.
S T A T I C L O A D C A S E S
STATIC
CASE
CASE
TYPE
SELF WT
FACTOR
DEAD DEAD 1.0000
LIVE LIVE 0.0000
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 2
4/5/11 10:56:55
Sony Electronics, Inc.
J O I N T
JOINT
1
D A T A
GLOBAL-X
0.00000
GLOBAL-Y
0.00000
GLOBAL-Z
19.68504
RESTRAINTS
1 1 1 1 1 1
ANGLE-A
0.000
ANGLE-B
90.000
ANGLE-C
0.000
2 0.00000 0.00000 0.00000 0 0 1 0 0 0 0.000 90.000 0.000
3 35.43307 0.00000 19.68504 0 0 0 0 0 0 0.000 0.000 0.000
4 0.00000 70.86614 0.00000 0 0 1 0 0 0 0.000 90.000 0.000
5 0.00000 70.86614 19.68504 1 1 1 1 1 1 0.000 90.000 0.000
6 35.43307 70.86614 19.68504 0 0 0 0 0 0 0.000 0.000 0.000
7 35.43307 70.86614 39.75984 0 0 0 0 0 0 0.000 0.000 0.000
8 35.43307 70.86614 60.74409 0 0 0 0 0 0 0.000 0.000 0.000
9 35.43307 0.00000 39.75984 0 0 0 0 0 0 0.000 0.000 0.000
10 35.43307 0.00000 60.74409 0 0 0 0 0 0 0.000 0.000 0.000
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 2
4/5/11 10:56:55
Sony Electronics, Inc.
F R A M E E L E M E N T D A T A
FRAME
1
JNT-1
1
JNT-2
2
SECTION
L5X40X40
ANGLE
0.000
RELEASES
000000
SEGMENTS
2
R1
0.000
R2
0.000
FACTOR
1.000
LENGTH
19.685
2 2 3 L5X40X40 0.000 000000 2 0.000 0.000 1.000 40.534
3 3 1 L5X40X40 0.000 000000 4 0.000 0.000 1.000 35.4334 4 5 L5X40X40 0.000 000000 2 0.000 0.000 1.000 19.685
5 5 6 L5X40X40 0.000 000000 4 0.000 0.000 1.000 35.433
6 6 4 L5X40X40 0.000 000000 2 0.000 0.000 1.000 40.534
7 6 7 P1.5 0.000 000000 2 0.000 0.000 1.000 20.075
8 7 8 P1.5 0.000 000000 2 0.000 0.000 1.000 20.984
9 3 9 P1.5 0.000 000000 2 0.000 0.000 1.000 20.075
10 9 10 P1.5 0.000 000000 2 0.000 0.000 1.000 20.984
11 7 9 P1.5 0.000 000000 4 0.000 0.000 1.000 70.866
12 8 10 P1.5 0.000 000000 4 0.000 0.000 1.000 70.866
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 2
4/5/11 10:56:55
Sony Electronics, Inc.
M A T E R I A L P R O P E R T Y D A T A
MAT MODULUS OF POISSON'S THERMAL WEIGHT PER MASS PER
LABEL ELASTICITY RATIO COEFF UNIT VOL UNIT VOL
STEEL 29000000.0 0.300 1.170E-05 0.283 7.324E-04
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 9 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
-
7/28/2019 Calculating Bracket & Clip-Rev.1
10/13
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 2
4/5/11 10:56:55
Sony Electronics, Inc.
M A T E R I A L D E S I G N D A T A
MAT DESIGN STEEL CONCRETE REBAR CONCRETE REBAR
LABEL
STEEL
CODE
S
FY
36000.000
FC FY FCS FYS
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 6
4/5/11 11:06:17
Sony Electronics, Inc.
F R A M E S E C T I O N P R O P E R T Y D A T A
SECTION MAT SECTION DEPTH FLANGE FLANGE WEB FLANGE FLANGE
LABEL LABEL TYPE WIDTH THICK THICK WIDTH THICK
TOP TOP BOTTOM BOTTOM
L5X40X40 STEEL 1.575 1.575 0.197 0.197 0.000 0.000
P1.5 STEEL P1.5 1.900 0.000 0.000 0.145 0.000 0.000
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 7
4/5/11 11:06:17
Sony Electronics, Inc.
F R A M E S E C T I O N P R O P E R T Y D A T A
SECTION AREA TORSIONAL MOMENTS OF INERTIA SHEAR AREAS
LABEL INERTIA I33 I22 A2 A3
L5X40X40 0.581 7.140E-03 0.134 0.134 0.310 0.310
P1.5 0.799 0.620 0.310 0.310 0.448 0.448
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 8
4/5/11 11:06:17
Sony Electronics, Inc.
F R A M E S E C T I O N P R O P E R T Y D A T A
SECTION SECTION MODULII PLASTIC MODULII RADII OF GYRATION
LABEL S33 S22 Z33 Z22 R33 R22
L5X40X40 0.120 0.120 0.217 0.217 0.479 0.479
P1.5 0.326 0.326 0.448 0.448 0.623 0.623
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 10
4/5/11 11:06:17
Sony Electronics, Inc.
S H E L L S E C T I O N P R O P E R T Y D A T A
SECTION MAT SHELL MEMBRANE BENDING MATERIAL
LABEL LABEL TYPE THICK THICK ANGLE
SSEC1 CONC 4 3.937E-02 3.937E-02 0.000
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 10 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
-
7/28/2019 Calculating Bracket & Clip-Rev.1
11/13
G R O U P M A S S D A T A
GROUP M-X M-Y M-Z
ALL 3.720E-02 3.720E-02 3.720E-02
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 13
4/5/11 11:06:17
Sony Electronics, Inc.
F R A M E S P A N D I S T R I B U T E D L O A D S Load Case LIVE
FRAME TYPE DIRECTION DISTANCE-A VALUE-A DISTANCE-B VALUE-B
3 FORCE GLOBAL-Z 0.0000 -12.2610 1.0000 -12.2610
5 FORCE GLOBAL-Z 0.0000 -12.2610 1.0000 -12.2610
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 13
4/5/11 11:06:17
Sony Electronics, Inc.
L O A D C O M B I N A T I O N M U L T I P L I E R S
COMBO TYPE CASE FACTOR TYPE TITLE
COMB1 ADD
DEAD 1.0000 STATIC(DEAD)
COMB1
LIVE 1.0000 STATIC(LIVE)
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 2
4/5/11 10:57:39
Sony Electronics, Inc.
J O I N T D I S P L A C E M E N T S
JOINT
1
LOAD
DEAD
U1
0.0000
U2
0.0000
U3
0.0000
R1
0.0000
R2
0.0000
R3
0.0000
1 LIVE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1 COMB1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 DEAD 4.131E-05 -3.541E-05 0.0000 1.979E-05 2.837E-05 -2.669E-06
2 LIVE 2.173E-04 0.0000 0.0000 0.0000 2.851E-04 0.0000
2 COMB1 2.587E-04 -3.541E-05 0.0000 1.979E-05 3.134E-04 -2.669E-06
3 DEAD 1.134E-04 -5.457E-04 -5.523E-04 -2.342E-05 -3.083E-05 -1.912E-05
3 LIVE 6.205E-04 0.0000 -3.060E-03 0.0000 -1.525E-03 0.0000
3 COMB1 7.340E-04 -5.457E-04 -3.612E-03 -2.342E-05 -1.556E-03 -1.912E-05
4 DEAD 4.131E-05 3.541E-05 0.0000 -1.979E-05 2.837E-05 2.669E-06
4 LIVE 2.173E-04 0.0000 0.0000 0.0000 2.851E-04 0.0000
4 COMB1 2.587E-04 3.541E-05 0.0000 -1.979E-05 3.134E-04 2.669E-06
5 DEAD 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 LIVE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 COMB1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6 DEAD 1.134E-04 5.457E-04 -5.523E-04 2.342E-05 -3.083E-05 1.912E-05
6 LIVE 6.205E-04 0.0000 -3.060E-03 0.0000 -1.525E-03 0.0000
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 11 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
-
7/28/2019 Calculating Bracket & Clip-Rev.1
12/13
0.00 268.46 -164.85 0.00 0.00 0.00 -484.43
8.86 268.46 -67.93 0.00 0.00 0.00 546.59
17.72 268.46 28.99 0.00 0.00 0.00 719.05
26.57 268.46 125.91 0.00 0.00 0.00 32.96
35.43 268.46 222.83 0.00 0.00 0.00 -1511.69
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 12 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
6 COMB1 7.340E-04 5.457E-04 -3.612E-03 2.342E-05 -1.556E-03 1.912E-05
7 DEAD -5.054E-04 1.162E-05 -5.722E-04 3.190E-05 -3.083E-05 8.883E-067 LIVE -0.0300 0.0000 -3.060E-03 0.0000 -1.525E-03 0.0000
7 COMB1 -0.0305 1.162E-05 -3.632E-03 3.190E-05 -1.556E-03 8.883E-06
8 DEAD -1.152E-03 -1.203E-05 -5.816E-04 3.774E-05 -3.083E-05 5.019E-06
8 LIVE -0.0620 0.0000 -3.060E-03 0.0000 -1.525E-03 0.0000
8 COMB1 -0.0632 -1.203E-05 -3.641E-03 3.774E-05 -1.556E-03 5.019E-06
9 DEAD -5.054E-04 -1.162E-05 -5.722E-04 -3.190E-05 -3.083E-05 -8.883E-06
9 LIVE -0.0300 0.0000 -3.060E-03 0.0000 -1.525E-03 0.0000
9 COMB1 -0.0305 -1.162E-05 -3.632E-03 -3.190E-05 -1.556E-03 -8.883E-06
10 DEAD -1.152E-03 1.203E-05 -5.816E-04 -3.774E-05 -3.083E-05 -5.019E-06
10 LIVE -0.0620 0.0000 -3.060E-03 0.0000 -1.525E-03 0.0000
10 COMB1 -0.0632 1.203E-05 -3.641E-03 -3.774E-05 -1.556E-03 -5.019E-06
SAP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 3
12/16/10 9:06:57
Sony Electronics, Inc.
F R A M E E L E M E N T F O R C E S
FRAME
1
LOAD LOC
DEAD
P V2 V3 T M2 M3
0.00 14.98 1.91 0.00 0.00 0.00 12.19
9.84 12.93 1.91 0.00 0.00 0.00 -6.62
19.69 10.88 1.91 0.00 0.00 0.00 -25.43
1 LIVE
0.00 162.42 14.75 0.00 0.00 0.00 94.09
9.84 162.42 14.75 0.00 0.00 0.00 -51.1219.69 162.42 14.75 0.00 0.00 0.00 -196.34
1 COMB1
0.00 177.40 16.67 0.00 0.00 0.00 106.28
9.84 175.35 16.67 0.00 0.00 0.00 -57.75
19.69 173.30 16.67 0.00 0.00 0.00 -221.78
2 DEAD
2 LIVE
2 COMB1
0.00 -14.93 -4.15 0.00 0.00 0.00 -25.43
20.27 -12.88 -4.579E-01 0.00 0.00 0.00 21.26
40.53 -10.83 3.23 0.00 0.00 0.00 -6.87
0.00 -303.90 -16.96 0.00 0.00 0.00 -196.34
20.27 -303.90 -16.96 0.00 0.00 0.00 147.48
40.53 -303.90 -16.96 0.00 0.00 0.00 491.31
0.00 -318.84 -21.11 0.00 0.00 0.00 -221.7820.27 -316.78 -17.42 0.00 0.00 0.00 168.74
40.53 -314.73 -13.73 0.00 0.00 0.00 484.43
3 DEAD
3 LIVE
3 COMB1
0.00 11.04 -2.43 0.00 0.00 0.00 6.87
8.86 11.04 -5.871E-01 0.00 0.00 0.00 20.25
17.72 11.04 1.26 0.00 0.00 0.00 17.27
26.57 11.04 3.10 0.00 0.00 0.00 -2.05
35.43 11.04 4.95 0.00 0.00 0.00 -37.73
0.00 257.42 -162.42 0.00 0.00 0.00 -491.31
8.86 257.42 -67.34 0.00 0.00 0.00 526.34
17.72 257.42 27.73 0.00 0.00 0.00 701.78
26.57 257.42 122.81 0.00 0.00 0.00 35.01
35.43 257.42 217.88 0.00 0.00 0.00 -1473.96
-
7/28/2019 Calculating Bracket & Clip-Rev.1
13/13
TIMAS
Bangko GS Tank Facility Upgrade
Calculation Bracket & Clip Schaffolding
Doc. No. : Discipline : Rev : Status : Date : Page :
TMS - BGKO - TFU -TMS CLC - 001 Mechanical A A 1 March 2013 13 of 13
TOTAL OR PARTIAL REPRODUCTION AND/OR UTLIZATION OF THIS DOCUMENT ARE FORBIDDENWITHOUT PRIOR WRITTEN AUTHORIZATION OF THE OWNER
AP2000 v7.42 File: FRAME SCHAFFOLDING lb-in Units PAGE 1
4/5/11 10:58:09
Sony Electronics, Inc.
S T E E L S T R E S S C H E C K O U T P U T (AISC-ASD89)
FRAME SECTION /----------MOMENT INTERACTION CHECK---------//----SHEAR22---//----SHEAR33---/
ID ID COMBO RATIO = AXL + B33 + B22 COMBO RATIO COMBO RATIO1 L5X40X40 DSTL2 0.004 DSTL2 0.000
DSTL2 (T) 0.141 = 0.018 + 0.038 + 0.086
2 L5X40X40 DSTL2 0.005 DSTL2 0.000
DSTL2 (C) 0.368 = 0.082 + 0.087 + 0.199
3 L5X40X40 DSTL2 0.057 DSTL2 0.000
DSTL2 (T) 0.897 = 0.028 + 0.267 + 0.603
4 L5X40X40 DSTL2 0.004 DSTL1 0.000
DSTL2 (T) 0.141 = 0.018 + 0.038 + 0.0865 L5X40X40 DSTL2 0.057 DSTL2 0.000
DSTL2 (T) 0.897 = 0.028 + 0.267 + 0.603
6 L5X40X40 DSTL2 0.005 DSTL2 0.000
DSTL2 (C) 0.368 = 0.082 + 0.087 + 0.199
7 P1.5 DSTL2 0.000 DSTL1 0.000
DSTL1 (C) 0.004 = 0.003 + 0.000 + 0.001
8 P1.5 DSTL2 0.000 DSTL2 0.001
DSTL2 (C) 0.012 = 0.001 + 0.000 + 0.011
9 P1.5 DSTL2 0.000 DSTL2 0.000
DSTL1 (C) 0.004 = 0.003 + 0.000 + 0.001
10 P1.5 DSTL2 0.000 DSTL1 0.001
DSTL2 (C) 0.012 = 0.001 + 0.000 + 0.011
11 P1.5 DSTL2 0.001 DSTL2 0.000
DSTL2 (T) 0.012 = 0.000 + 0.011 + 0.000
12 P1.5 DSTL2 0.001 DSTL2 0.000
DSTL2 (C) 0.012 = 0.001 + 0.011 + 0.000