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FOUNDATION CALCULATION SHEET
One-Stop Solution for Foundation
TITLE DESCRIPTION
PROJECT/JOB NO. WEST SUMBAWA CFSPP PROJECT 2X7 MW
PROJECT/JOB NAME PLTU SUMBAWA BARAT 2X7 MW
CLIENT NAME PT PLN (Persero) UIP KITRING NUSRA
SITE NAME TALIWANG
DOCUMENT NO.
REFERENCE NO.
STRUCTURE NAME CHIMNEY STRUCTURE KSB
LOAD COMBINATION GROUP NAME
REV DATE DESCRIPTION PREP'D CHK'D APPR'D APPR'D
Copyright (c) GS E&C. All Rights Reserved
Page 1
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
FOUNDATION LISTS
Group Name No. Description No. Description
CHIMNEYKSB 1 F1
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 2
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
CONTENTS
1. GENERAL
1.1 CODE & STANDARD
1.2 MATERIALS & UNIT WEIGHT
1.3 SUBSOIL CONDITION & SAFETY FACTORS
1.4 LOAD COMBINATION
2. DRAWING
2.1 LOCATION PLAN
2.2 DETAIL SKETCH
3. FOUNDATION DATA
3.1 FOOTING DATA
3.2 PIER DATA
3.3 SECTION DATA
3.4 LOAD CASE
3.5 LOAD COMBINATION
4. CHECK OF STABILITY
4.1 CHECK OF PILE REACTION
5. DESIGN OF FOOTING
5.1 DESIGN MOMENT AND SHEAR FORCE
5.2 REQUIRED REINFORCEMENT
5.3 ONE WAY SHEAR FORCE
5.4 TWO WAY SHEAR FORCE
5.5 PILE PUNCHING SHEAR FORCE
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 3
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
1. GENERAL
1.1 CODE & STANDARD
Items Description
Design Code American Concrete Institute (ACI 318) [Metric]
Horizontal Force for Wind AMERICAN SOCIETY OF CIVIL ENGINEERS [ASCE 7-02]
Horizontal Force for Seismic AMERICAN SOCIETY CIVIL ENGINEERS [ASCE 7-02]
Unit System Input : MKS, Output : MKS, Calculation Unit : IMPERIAL
1.2 MATERIALS & UNIT WEIGHT
Items Value
Concrete (fck : compressive strength)
Lean Concrete (Lfck : compressive strength)
Rs (Soil unit weight)
Rc (Concrete unit weight)
Es (Steel Modulus of Elasticity)
Ec (Concrete Modulus of Elasticity)
- Pile Capacity
Items Value
Pile Name CHIMNEY KSB
Footing List F1
Diameter 350 mm
Length 20 m
Thick 350 mm
Shape Square
Capacity ( Ha , Ua , Va ) 5 , 17 , 70 tonf
1.3 SUBSOIL CONDITION & SAFETY FACTORS
Items Description
Allowable Increase of Soil (Wind) 0 %
Allowable Increase of Soil (Seismic) 0 %
Allowable Increase of Soil (Test) 0 %
Allowable Increase of Pile Horizontal (Wind) 0 %
Allowable Increase of Pile Horizontal (Seismic) 0 %
Allowable Increase of Pile Horizontal (Test) 0 %
Allowable Increase of Pile Vertical (Wind) 0 %
Allowable Increase of Pile Vertical (Seismic) 0 %
Allowable Increase of Pile Vertical (Test) 0 %
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Reinforcement (10M ~ 16M , yield strength)
Reinforcement (19M ~ , yield strength)
250.000 kgf/cm2
150.000 kgf/cm2
2400.000 kgf/cm2
3900.000 kgf/cm2
1.800 ton/m3
2.400 ton/m3
2.000 106 kgf/cm2
235000.000 kgf/cm2
Page 4
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
Allowable Increase of Pile Uplift (Wind) 0 %
Allowable Increase of Pile Uplift (Seismic) 0 %
Allowable Increase of Pile Uplift (Test) 0 %
Safety factor against overturning for OVM1(FO1) 2
Safety factor against overturning for OVM2(FO2) 2
Safety factor against overturning for OVM3(FO3) 2
Safety factor against overturning for OVM4(FO4) 2
Safety factor against sliding for the SL1(FS1) 2
Safety factor against sliding for the SL2(FS2) 2
Safety factor against sliding for the SL3(FS3) 2
Safety factor against sliding for the SL4(FS4) 2
0.35
1.4 LOAD COMBINATION
Comb . ID Load Combination for stability
1000 1.0 SW + .75 DL + .75 Loadtype None Title Ll
2000 1.0 SW + .75 DL + .75 Loadtype Seismic Title Slx + .75 Loadtype None Title Ll
210 1.0 SW
220 1.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Title Wlx
230 1.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Wind Title Wlz
240 1.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Wind Title Wlx
250 1.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Wind Title Wlz
2601.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .22 Loadtype Seismic Title Slz
2701.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + -.225 Loadtype Seismic Title Slz
2801.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + -.225 Loadtype Seismic Title Slz
2901.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + -.75 Loadtype Seismic Title Slx + .225 Loadtype Seismic Title Slz
3001.0 SW + .75 Loadtype Dead Title Dl + .75 Loadtype Live Title Ll + .75 Loadtype Seismic Title Slx + .225 Loadtype Seismic Title Slz + .75 Loadtype None Title Cl6
3000 1.0 SW + .75 DL + -.75 Loadtype Seismic Title Slx
4000 1.0 SW + .75 DL + 1.0 Loadtype Seismic Title Slx
5000 1.0 SW + .75 DL + .75 Loadtype None Title Ll + .3 Loadtype None Title Slz
Comb . ID Load Combination for Reinforcement
100 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.3 Loadtype Wind Title Wx
110 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.3 Loadtype Wind Title Wz
120 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Ex
130 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + -1.0 Loadtype Seismic Title Ex
140 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Ez
150 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + -1.0 Loadtype Seismic Title Ez
160 1.0 SW + .9 Loadtype Dead Title Dl + 1.3 Loadtype Wind Title Wx
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Friction factor (m)
Page 5
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
170 1.0 SW + .9 Loadtype Dead Title Dl + -1.3 Loadtype Wind Title Wx
180 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.3 Loadtype Wind Title Wz
190 1.0 SW + .9 Loadtype Dead Title Dl + -1.3 Loadtype Wind Title Wz
60 1.0 SW + 1.4 Loadtype Dead Title Dl
70 1.0 SW + 1.2 Loadtype Dead Title Dl + 1.6 Loadtype Live Title Ll
80 1.0 SW + 1.2 Loadtype Dead Title Dl + 1.6 Loadtype Live Title Ll + .8 Loadtype Wind Title Wx
90 1.0 SW + 1.2 Loadtype Dead Title Dl + 1.6 Loadtype Live Title Ll + .8 Loadtype Wind Title Wz
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 6
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2. DRAWING
2.1 LOCATION PLAN
2.2 DETAIL SKETCH
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
REFERENCE DWGSNO. DWG NO. DWG TITLE
N O T E S
* OUTPUT UNIT : mm
PLTU SUMBAWA BARAT 2X7 MW PROJECT
FOUNDATION LOCATION PLAN
CHIMNEY STRUCTURE KSB
SQ
UA
D C
HE
CK
PROCESS PIPING VESSELS STRUCT. ELEC. INST.
SCALE
AS SHOWN
JOB NO.
WEST SUMBAWA CFSPP PROJECT 2X7 MW
MICROFILM NO.
F1
1
2
395
396
397
A01
01
Z X
Y
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016 Page 7
Copyright (c) GS E&C. All Rights Reserved
2.2 DETAIL SKETCH
OUTPUT UNIT : mm
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016 Page 8
Copyright (c) GS E&C. All Rights Reserved
REFERENCE DWGSNO. DWG NO. DWG TITLE
N O T E S
* PILE
16-¡à350 CHIMNEY KSB
* OUTPUT UNIT : mm
PLTU SUMBAWA BARAT 2X7 MW PROJECT
FOUNDATION DETAIL FOR
F1
SQ
UA
D C
HE
CK
PROCESS PIPING VESSELS STRUCT. ELEC. INST.
SCALE
AS SHOWN
JOB NO.
WEST SUMBAWA CFSPP PROJECT 2X7 MW
MICROFILM NO.
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
1
2
395
396
397
LC FOOTING
LC
FO
OT
ING
1
10003000x3
1000
10
00
3000
x3
1000
10004500x2
1000
10
00
4500
x2
1000
11000
1100
0
FOUNDATION PLAN
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016 Page 9
Copyright (c) GS E&C. All Rights Reserved
REFERENCE DWGSNO. DWG NO. DWG TITLE
N O T E S
* PILE
16-¡à350 CHIMNEY KSB
* OUTPUT UNIT : mm
PLTU SUMBAWA BARAT 2X7 MW PROJECT
FOUNDATION DETAIL FOR
F1
SQ
UA
D C
HE
CK
PROCESS PIPING VESSELS STRUCT. ELEC. INST.
SCALE
AS SHOWN
JOB NO.
WEST SUMBAWA CFSPP PROJECT 2X7 MW
MICROFILM NO.
REV. DATE DESCRIPTION DRWNCHKDAPPDAPPDAPPD
LC FOOTING
16M@200
16M
@20
0
50
TY
P.
16M@200
16M
@20
0
TOP BOTTOM
REINFORCEMENT PLAN
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016 Page 10
Copyright (c) GS E&C. All Rights Reserved
OUTPUT UNIT : mm
1
2
395
396
397
80
0
LEAN CONC. 50 THK
2 397 396
50
0
ELEVATION S1 - X
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016 Page 11
Copyright (c) GS E&C. All Rights Reserved
F1 Item No.
1
50TYP.
13M
10-19M
600
30
GR
.
80
0
70
10
01
3M
@1
50
7519M
2
50TYP.
13M
10-19M
600
62.5475
62.5
62
.5
47
5
62
.5
30
GR
.
80
0
70
10
01
3M
@1
50
75
19M
75
PR
.
395
50TYP.
13M
10-19M
600
62.5475
62.5
62
.5
47
5
62
.5
30
GR
.
80
0
70
10
01
3M
@1
50
75
19M
75
PR
.
396
50TYP.
13M
10-19M
600
62.5475
62.5
62.5
475
62.5
30 G
R.
800
70
100
13M
@15
075
19M
75 P
R.
397
50TYP.
13M
70-19M
3500
1512.5475
1512.5
1512
.5 47515
12.5
30 G
R.
800
70
100
13M
@15
075
19M
75 P
R.
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016 Page 12
Copyright (c) GS E&C. All Rights Reserved
Page 13
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
3. FOUNDATION DATA
3.1 FOOTING DATA
1
2
395
396
397
11000
11000
The Origin coordinate
The Center of Gravity & Pile (0,0) mm
800
800
500
Unit : mmFt. Name F1
Ft. Type
Area
Ft. Thickness 800.00 mm
Ft. Volume
Ft. Weight 232.320 tonf
Soil Height 500.00 mm
Soil Volume
Soil Weight 99.223 tonf
Buoyancy Not Consider
Self Weight (except Pr.SW) 331.543 tonf
3.2 PIER DATAOff X , Off Y is offset position from the Center of the footing
If Pier Shape is Circle or Circle wall, Pl is a Diameter. and Pw is a Inner Diameter
Area is pier concrete area
Weight is pier and inner soil weight in case circle wall except Tank1 Type(Circle Ring Footing Shape)
Unit( Length : mm , Weight : tonf , Area : m2 )
Ft.Name Pr.Name Shape Pl Pw Ph Area Weight Off X Off Y
F1
1 Circle 600.000 600.000 800.000 0.543 -4500.000 4500.000
2 Circle 600.000 600.000 800.000 0.543 -4500.000 -4500.000
395 Circle 600.000 600.000 800.000 0.543 4500.000 4500.000
396 Circle 600.000 600.000 800.000 0.543 4500.000 -4500.000
397 Circle 3500.000 3500.000 800.000 18.473 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
MAT
121.000 m2
96.800 m3
55.124 m3
0.283
0.283
0.283
0.283
9.621
Page 14
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
3.3 SECTION DATA
11000
11000
Unit : mm
Ft.Name / Sec.Name F1 / S1
Direction All Direct Section Area
F.Volume F.Weight
S.Volume S.Weight
Pier Wt Total Weight
3.4 LOAD CASE
Input the point loads in the global coordinate system direction. Positive directions of moments (shown in the sketch) are based on the right hand rule.
Fx
FyFz
Mx
My
Mz
Index Load Case Name
1 SW
2 Loadtype Seismic Title Slx
3 Loadtype None Title Dl
4 Loadtype None Title Ll
5 Loadtype None Title Wlx
6 Loadtype None Title Slz
7 DL
Unit( tonf , tonf-m )
Ft.Name Pr.Name Load Case Fx Fy Fz Mx My
F1
1
1 0.000 0.000 -0.543 0.000 0.000
2 12.500 -3.137 89.625 0.000 0.000
3 -0.687 0.592 -11.436 0.000 0.000
4 -0.338 0.261 -7.435 0.000 0.000
5 5.767 -1.416 40.465 0.000 0.000
6 0.862 -2.567 19.141 0.000 0.000
7 0.000 0.000 0.000 0.000 0.000
2
1 0.000 0.000 -0.543 0.000 0.000
2 12.506 3.140 89.653 0.000 0.000
3 -0.687 -0.592 -11.436 0.000 0.000
4 -0.338 -0.261 -7.435 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
121.000 m2
96.800 m3
232.320 tonf
55.124 m3
99.223 tonf
20.644 tonf 352.187 tonf
Page 15
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5 5.770 1.418 40.480 0.000 0.000
6 -0.862 -2.567 -19.141 0.000 0.000
7 0.000 0.000 0.000 0.000 0.000
395
1 0.000 0.000 -0.543 0.000 0.000
2 12.500 3.137 -89.625 0.000 0.000
3 0.687 0.592 -11.436 0.000 0.000
4 0.338 0.261 -7.435 0.000 0.000
5 5.767 1.416 -40.465 0.000 0.000
6 -0.862 -2.567 19.141 0.000 0.000
7 0.000 0.000 0.000 0.000 0.000
396
1 0.000 0.000 -0.543 0.000 0.000
2 12.506 -3.140 -89.653 0.000 0.000
3 0.687 -0.592 -11.436 0.000 0.000
4 0.338 -0.261 -7.435 0.000 0.000
5 5.770 -1.418 -40.480 0.000 0.000
6 0.862 -2.567 -19.141 0.000 0.000
7 0.000 0.000 0.000 0.000 0.000
3971 0.000 0.000 -18.473 0.000 0.000
7 0.000 0.000 -90.000 0.000 0.000
Footing SW 0.000 0.000 -331.543 0.000 0.000
3.5 LOAD COMBINATION
In Pier Top
without Self Weight
In Footing Bottom
with Pier Self Weight,
But without Footing Self Weight,
In Footing Bottom Center
with Pier & Footing Self Weight & Soil Weight,
Case PileType
in centroid of Pile Group
Case NonPileType
in centroid of Footing
3.5.1 Load Combination in Pier Top (Without SW)Unit( tonf , tonf-m )
Ft.Name Pr.Name L.Comb.
1
1000 -0.253 0.196 -5.576 0.000 0.000
2000 9.122 -2.157 61.643 0.000 0.000
210 0.000 0.000 0.000 0.000 0.000
220 0.000 0.000 0.000 0.000 0.000
230 0.000 0.000 0.000 0.000 0.000
240 0.000 0.000 0.000 0.000 0.000
250 0.000 0.000 0.000 0.000 0.000
260 9.375 -2.353 67.219 0.000 0.000
270 9.375 -2.353 67.219 0.000 0.000
280 -9.375 2.353 -67.219 0.000 0.000
290 -9.375 2.353 -67.219 0.000 0.000
300 9.375 -2.353 67.219 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFx SFy SFz SMx SMy
F1
Page 16
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
3000 -9.375 2.353 -67.219 0.000 0.000
4000 12.500 -3.137 89.625 0.000 0.000
5000 0.005 -0.574 0.166 0.000 0.000
100 0.000 0.000 0.000 0.000 0.000
110 0.000 0.000 0.000 0.000 0.000
120 0.000 0.000 0.000 0.000 0.000
130 0.000 0.000 0.000 0.000 0.000
140 0.000 0.000 0.000 0.000 0.000
150 0.000 0.000 0.000 0.000 0.000
160 0.000 0.000 0.000 0.000 0.000
170 0.000 0.000 0.000 0.000 0.000
180 0.000 0.000 0.000 0.000 0.000
190 0.000 0.000 0.000 0.000 0.000
60 0.000 0.000 0.000 0.000 0.000
70 0.000 0.000 0.000 0.000 0.000
80 0.000 0.000 0.000 0.000 0.000
90 0.000 0.000 0.000 0.000 0.000
2
1000 -0.253 -0.196 -5.576 0.000 0.000
2000 9.126 2.159 61.663 0.000 0.000
210 0.000 0.000 0.000 0.000 0.000
220 0.000 0.000 0.000 0.000 0.000
230 0.000 0.000 0.000 0.000 0.000
240 0.000 0.000 0.000 0.000 0.000
250 0.000 0.000 0.000 0.000 0.000
260 9.379 2.355 67.240 0.000 0.000
270 9.379 2.355 67.240 0.000 0.000
280 -9.379 -2.355 -67.240 0.000 0.000
290 -9.379 -2.355 -67.240 0.000 0.000
300 9.379 2.355 67.240 0.000 0.000
3000 -9.379 -2.355 -67.240 0.000 0.000
4000 12.506 3.140 89.653 0.000 0.000
5000 -0.512 -0.966 -11.319 0.000 0.000
100 0.000 0.000 0.000 0.000 0.000
110 0.000 0.000 0.000 0.000 0.000
120 0.000 0.000 0.000 0.000 0.000
130 0.000 0.000 0.000 0.000 0.000
140 0.000 0.000 0.000 0.000 0.000
150 0.000 0.000 0.000 0.000 0.000
160 0.000 0.000 0.000 0.000 0.000
170 0.000 0.000 0.000 0.000 0.000
180 0.000 0.000 0.000 0.000 0.000
190 0.000 0.000 0.000 0.000 0.000
60 0.000 0.000 0.000 0.000 0.000
70 0.000 0.000 0.000 0.000 0.000
80 0.000 0.000 0.000 0.000 0.000
90 0.000 0.000 0.000 0.000 0.000
395
1000 0.253 0.196 -5.576 0.000 0.000
2000 9.628 2.549 -72.795 0.000 0.000
210 0.000 0.000 0.000 0.000 0.000
220 0.000 0.000 0.000 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 17
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
230 0.000 0.000 0.000 0.000 0.000
240 0.000 0.000 0.000 0.000 0.000
250 0.000 0.000 0.000 0.000 0.000
260 9.375 2.353 -67.219 0.000 0.000
270 9.375 2.353 -67.219 0.000 0.000
280 -9.375 -2.353 67.219 0.000 0.000
290 -9.375 -2.353 67.219 0.000 0.000
300 9.375 2.353 -67.219 0.000 0.000
3000 -9.375 -2.353 67.219 0.000 0.000
4000 12.500 3.137 -89.625 0.000 0.000
5000 -0.005 -0.574 0.166 0.000 0.000
100 0.000 0.000 0.000 0.000 0.000
110 0.000 0.000 0.000 0.000 0.000
120 0.000 0.000 0.000 0.000 0.000
130 0.000 0.000 0.000 0.000 0.000
140 0.000 0.000 0.000 0.000 0.000
150 0.000 0.000 0.000 0.000 0.000
160 0.000 0.000 0.000 0.000 0.000
170 0.000 0.000 0.000 0.000 0.000
180 0.000 0.000 0.000 0.000 0.000
190 0.000 0.000 0.000 0.000 0.000
60 0.000 0.000 0.000 0.000 0.000
70 0.000 0.000 0.000 0.000 0.000
80 0.000 0.000 0.000 0.000 0.000
90 0.000 0.000 0.000 0.000 0.000
396
1000 0.253 -0.196 -5.576 0.000 0.000
2000 9.633 -2.551 -72.816 0.000 0.000
210 0.000 0.000 0.000 0.000 0.000
220 0.000 0.000 0.000 0.000 0.000
230 0.000 0.000 0.000 0.000 0.000
240 0.000 0.000 0.000 0.000 0.000
250 0.000 0.000 0.000 0.000 0.000
260 9.379 -2.355 -67.240 0.000 0.000
270 9.379 -2.355 -67.240 0.000 0.000
280 -9.379 2.355 67.240 0.000 0.000
290 -9.379 2.355 67.240 0.000 0.000
300 9.379 -2.355 -67.240 0.000 0.000
3000 -9.379 2.355 67.240 0.000 0.000
4000 12.506 -3.140 -89.653 0.000 0.000
5000 0.512 -0.966 -11.319 0.000 0.000
100 0.000 0.000 0.000 0.000 0.000
110 0.000 0.000 0.000 0.000 0.000
120 0.000 0.000 0.000 0.000 0.000
130 0.000 0.000 0.000 0.000 0.000
140 0.000 0.000 0.000 0.000 0.000
150 0.000 0.000 0.000 0.000 0.000
160 0.000 0.000 0.000 0.000 0.000
170 0.000 0.000 0.000 0.000 0.000
180 0.000 0.000 0.000 0.000 0.000
190 0.000 0.000 0.000 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
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Calculation Sheetof
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Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
60 0.000 0.000 0.000 0.000 0.000
70 0.000 0.000 0.000 0.000 0.000
80 0.000 0.000 0.000 0.000 0.000
90 0.000 0.000 0.000 0.000 0.000
397
1000 0.000 0.000 -67.500 0.000 0.000
2000 0.000 0.000 -67.500 0.000 0.000
210 0.000 0.000 0.000 0.000 0.000
220 0.000 0.000 0.000 0.000 0.000
230 0.000 0.000 0.000 0.000 0.000
240 0.000 0.000 0.000 0.000 0.000
250 0.000 0.000 0.000 0.000 0.000
260 0.000 0.000 0.000 0.000 0.000
270 0.000 0.000 0.000 0.000 0.000
280 0.000 0.000 0.000 0.000 0.000
290 0.000 0.000 0.000 0.000 0.000
300 0.000 0.000 0.000 0.000 0.000
3000 0.000 0.000 -67.500 0.000 0.000
4000 0.000 0.000 -67.500 0.000 0.000
5000 0.000 0.000 -67.500 0.000 0.000
100 0.000 0.000 0.000 0.000 0.000
110 0.000 0.000 0.000 0.000 0.000
120 0.000 0.000 0.000 0.000 0.000
130 0.000 0.000 0.000 0.000 0.000
140 0.000 0.000 0.000 0.000 0.000
150 0.000 0.000 0.000 0.000 0.000
160 0.000 0.000 0.000 0.000 0.000
170 0.000 0.000 0.000 0.000 0.000
180 0.000 0.000 0.000 0.000 0.000
190 0.000 0.000 0.000 0.000 0.000
60 0.000 0.000 0.000 0.000 0.000
70 0.000 0.000 0.000 0.000 0.000
80 0.000 0.000 0.000 0.000 0.000
90 0.000 0.000 0.000 0.000 0.000
3.5.2 Load Combination in Footing Bottom (With Pier SW)Unit( tonf , tonf-m )
Ft.Name Pr.Name L.Comb.
1
1000 -0.253 0.196 -6.119 -0.313 -0.406
2000 9.122 -2.157 61.100 3.451 14.594
210 0.000 0.000 -0.543 0.000 0.000
220 0.000 0.000 -0.543 0.000 0.000
230 0.000 0.000 -0.543 0.000 0.000
240 0.000 0.000 -0.543 0.000 0.000
250 0.000 0.000 -0.543 0.000 0.000
260 9.375 -2.353 66.676 3.764 15.000
270 9.375 -2.353 66.676 3.764 15.000
280 -9.375 2.353 -67.762 -3.764 -15.000
290 -9.375 2.353 -67.762 -3.764 -15.000
300 9.375 -2.353 66.676 3.764 15.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFx SFy SFz SMx SMy
F1
Page 19
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
3000 -9.375 2.353 -67.762 -3.764 -15.000
4000 12.500 -3.137 89.082 5.019 20.000
5000 0.005 -0.574 -0.377 0.919 0.008
100 0.000 0.000 -0.543 0.000 0.000
110 0.000 0.000 -0.543 0.000 0.000
120 0.000 0.000 -0.543 0.000 0.000
130 0.000 0.000 -0.543 0.000 0.000
140 0.000 0.000 -0.543 0.000 0.000
150 0.000 0.000 -0.543 0.000 0.000
160 0.000 0.000 -0.543 0.000 0.000
170 0.000 0.000 -0.543 0.000 0.000
180 0.000 0.000 -0.543 0.000 0.000
190 0.000 0.000 -0.543 0.000 0.000
60 0.000 0.000 -0.543 0.000 0.000
70 0.000 0.000 -0.543 0.000 0.000
80 0.000 0.000 -0.543 0.000 0.000
90 0.000 0.000 -0.543 0.000 0.000
2
1000 -0.253 -0.196 -6.119 0.313 -0.406
2000 9.126 2.159 61.121 -3.455 14.602
210 0.000 0.000 -0.543 0.000 0.000
220 0.000 0.000 -0.543 0.000 0.000
230 0.000 0.000 -0.543 0.000 0.000
240 0.000 0.000 -0.543 0.000 0.000
250 0.000 0.000 -0.543 0.000 0.000
260 9.379 2.355 66.697 -3.768 15.007
270 9.379 2.355 66.697 -3.768 15.007
280 -9.379 -2.355 -67.783 3.768 -15.007
290 -9.379 -2.355 -67.783 3.768 -15.007
300 9.379 2.355 66.697 -3.768 15.007
3000 -9.379 -2.355 -67.783 3.768 -15.007
4000 12.506 3.140 89.110 -5.024 20.010
5000 -0.512 -0.966 -11.861 1.545 -0.819
100 0.000 0.000 -0.543 0.000 0.000
110 0.000 0.000 -0.543 0.000 0.000
120 0.000 0.000 -0.543 0.000 0.000
130 0.000 0.000 -0.543 0.000 0.000
140 0.000 0.000 -0.543 0.000 0.000
150 0.000 0.000 -0.543 0.000 0.000
160 0.000 0.000 -0.543 0.000 0.000
170 0.000 0.000 -0.543 0.000 0.000
180 0.000 0.000 -0.543 0.000 0.000
190 0.000 0.000 -0.543 0.000 0.000
60 0.000 0.000 -0.543 0.000 0.000
70 0.000 0.000 -0.543 0.000 0.000
80 0.000 0.000 -0.543 0.000 0.000
90 0.000 0.000 -0.543 0.000 0.000
395
1000 0.253 0.196 -6.119 -0.313 0.406
2000 9.628 2.549 -73.338 -4.078 15.406
210 0.000 0.000 -0.543 0.000 0.000
220 0.000 0.000 -0.543 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 20
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
230 0.000 0.000 -0.543 0.000 0.000
240 0.000 0.000 -0.543 0.000 0.000
250 0.000 0.000 -0.543 0.000 0.000
260 9.375 2.353 -67.762 -3.764 15.000
270 9.375 2.353 -67.762 -3.764 15.000
280 -9.375 -2.353 66.676 3.764 -15.000
290 -9.375 -2.353 66.676 3.764 -15.000
300 9.375 2.353 -67.762 -3.764 15.000
3000 -9.375 -2.353 66.676 3.764 -15.000
4000 12.500 3.137 -90.168 -5.019 20.000
5000 -0.005 -0.574 -0.377 0.919 -0.008
100 0.000 0.000 -0.543 0.000 0.000
110 0.000 0.000 -0.543 0.000 0.000
120 0.000 0.000 -0.543 0.000 0.000
130 0.000 0.000 -0.543 0.000 0.000
140 0.000 0.000 -0.543 0.000 0.000
150 0.000 0.000 -0.543 0.000 0.000
160 0.000 0.000 -0.543 0.000 0.000
170 0.000 0.000 -0.543 0.000 0.000
180 0.000 0.000 -0.543 0.000 0.000
190 0.000 0.000 -0.543 0.000 0.000
60 0.000 0.000 -0.543 0.000 0.000
70 0.000 0.000 -0.543 0.000 0.000
80 0.000 0.000 -0.543 0.000 0.000
90 0.000 0.000 -0.543 0.000 0.000
396
1000 0.253 -0.196 -6.119 0.313 0.406
2000 9.633 -2.551 -73.359 4.081 15.413
210 0.000 0.000 -0.543 0.000 0.000
220 0.000 0.000 -0.543 0.000 0.000
230 0.000 0.000 -0.543 0.000 0.000
240 0.000 0.000 -0.543 0.000 0.000
250 0.000 0.000 -0.543 0.000 0.000
260 9.379 -2.355 -67.783 3.768 15.007
270 9.379 -2.355 -67.783 3.768 15.007
280 -9.379 2.355 66.697 -3.768 -15.007
290 -9.379 2.355 66.697 -3.768 -15.007
300 9.379 -2.355 -67.783 3.768 15.007
3000 -9.379 2.355 66.697 -3.768 -15.007
4000 12.506 -3.140 -90.196 5.024 20.010
5000 0.512 -0.966 -11.861 1.545 0.819
100 0.000 0.000 -0.543 0.000 0.000
110 0.000 0.000 -0.543 0.000 0.000
120 0.000 0.000 -0.543 0.000 0.000
130 0.000 0.000 -0.543 0.000 0.000
140 0.000 0.000 -0.543 0.000 0.000
150 0.000 0.000 -0.543 0.000 0.000
160 0.000 0.000 -0.543 0.000 0.000
170 0.000 0.000 -0.543 0.000 0.000
180 0.000 0.000 -0.543 0.000 0.000
190 0.000 0.000 -0.543 0.000 0.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 21
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
60 0.000 0.000 -0.543 0.000 0.000
70 0.000 0.000 -0.543 0.000 0.000
80 0.000 0.000 -0.543 0.000 0.000
90 0.000 0.000 -0.543 0.000 0.000
397
1000 0.000 0.000 -85.973 0.000 0.000
2000 0.000 0.000 -85.973 0.000 0.000
210 0.000 0.000 -18.473 0.000 0.000
220 0.000 0.000 -18.473 0.000 0.000
230 0.000 0.000 -18.473 0.000 0.000
240 0.000 0.000 -18.473 0.000 0.000
250 0.000 0.000 -18.473 0.000 0.000
260 0.000 0.000 -18.473 0.000 0.000
270 0.000 0.000 -18.473 0.000 0.000
280 0.000 0.000 -18.473 0.000 0.000
290 0.000 0.000 -18.473 0.000 0.000
300 0.000 0.000 -18.473 0.000 0.000
3000 0.000 0.000 -85.973 0.000 0.000
4000 0.000 0.000 -85.973 0.000 0.000
5000 0.000 0.000 -85.973 0.000 0.000
100 0.000 0.000 -18.473 0.000 0.000
110 0.000 0.000 -18.473 0.000 0.000
120 0.000 0.000 -18.473 0.000 0.000
130 0.000 0.000 -18.473 0.000 0.000
140 0.000 0.000 -18.473 0.000 0.000
150 0.000 0.000 -18.473 0.000 0.000
160 0.000 0.000 -18.473 0.000 0.000
170 0.000 0.000 -18.473 0.000 0.000
180 0.000 0.000 -18.473 0.000 0.000
190 0.000 0.000 -18.473 0.000 0.000
60 0.000 0.000 -18.473 0.000 0.000
70 0.000 0.000 -18.473 0.000 0.000
80 0.000 0.000 -18.473 0.000 0.000
90 0.000 0.000 -18.473 0.000 0.000
3.5.3 Load Combination in Footing Bottom Center (With Pier & Footing SW)
Load Combination of Elastic Condition
p : PileType
- C.G. of Load is coordinate from left bottom. Unit : mm Unit( tonf , tonf-m )
Ft.Name L.Comb. C.G. of Loads
1000 0.000 0.000 -441.992 0.000 0.000 5500.0 , 5500.0
2000 37.509 0.000 -441.992 0.000 1270.141 8237.9 , 5500.0
210 0.000 0.000 -352.187 0.000 0.000 5500.0 , 5500.0
220 0.000 0.000 -352.187 0.000 0.000 5500.0 , 5500.0
230 0.000 0.000 -352.187 0.000 0.000 5500.0 , 5500.0
240 0.000 0.000 -352.187 0.000 0.000 5500.0 , 5500.0
250 0.000 0.000 -352.187 0.000 0.000 5500.0 , 5500.0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFx SFy SFz SMx SMy
F1 p
Page 22
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
260 37.509 0.000 -352.187 0.000 1270.141 8936.0 , 5500.0
270 37.509 0.000 -352.187 0.000 1270.141 8936.0 , 5500.0
280 -37.509 0.000 -352.187 0.000 -1270.141 2064.0 , 5500.0
290 -37.509 0.000 -352.187 0.000 -1270.141 2064.0 , 5500.0
300 37.509 0.000 -352.187 0.000 1270.141 8936.0 , 5500.0
3000 -37.509 0.000 -419.687 0.000 -1270.141 2616.6 , 5500.0
4000 50.012 0.000 -419.687 0.000 1693.521 9344.5 , 5500.0
5000 0.000 -3.080 -441.992 108.290 0.000 5500.0 , 5266.1
Load Combination of Ultimate Condition
p : PileType
- C.G. of Load is coordinate from left bottom. Unit : mm Unit( tonf , tonf-m )
Ft.Name Sec.Nam L.Comb. C.G. of Loads
S1
100 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
110 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
120 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
130 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
140 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
150 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
160 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
170 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
180 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
190 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
60 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
70 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
80 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
90 0.000 0.000 -20.644 0.000 0.000 5500.0 , 5500.0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFx SFy SFz SMx SMy
F1 p
Page 23
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
4. CHECK OF STABILITY
4.1 CHECK OF PILE REACTION (Bi-Axial)
4.1.1 Formula
if footing is checked in Buoyancy SFz means SFz - Fb
a. Vertical - Bi Axial : R = SFz
Np
SMy X
S Xi2
SMx Y
S Yi2
- Ru = Rmax
- Uf = Min[ 0 , Rmin ]
- Ru < Va => OK
b. Horizontal - Hmax = (SHxi
2 + SHyi
2)
Np < Ha => OK
c. Uplift - Uf < Ua => OK
Ver. / Uf. = Vertical / Uplift
4.1.2 Check of Vertical & Uplift Reaction
Ft.Name Np(EA) Fl (mm) Fw (mm)
F1 16 11000 11000 180 180
Unit( tonf )
Ft.Name L.Comb. Pile Result
F1 4000 CHIMNEY 68.568 -16.108 68.568 -16.108 70 17
4.1.3 Check Of Horizontal Reaction
Ft.Name L.Comb. Pile Hmax (tonf) Ha (tonf) Result
F1 4000CHIMNEY
KSB3.126 5
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SXi2 (m
2) SYi
2 (m
2)
R Max R Min Ru Uf Ra Ua
OK
OK
Page 24
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5. DESIGN OF FOOTING
5.1 DESIGN MOMENT AND SHEAR FORCEFooting design is in accordance with unltimate strength method at footing bottom.
Calculated total pier load as
SQ = SFz - Self Weight Factor (Soil Weight + Footing Weight)
Ft.Name : Footing Name , Sec.Name : Strip Name for Footing Reinforcement Design
Dir. : Direction , L.Comb. : Load Combination Index , Sl or Sw : Strip X or Y width
5.1.1 Data Unit( mm , tonf , tonf-m )
Ft.Name Sec.Nam Dir. L.Comb. Fl or Fw Sl or Sw
S1 X
100 11000.00 11000.00 20.644 0.00 20.644
110 11000.00 11000.00 20.644 0.00 20.644
120 11000.00 11000.00 20.644 0.00 20.644
130 11000.00 11000.00 20.644 0.00 20.644
140 11000.00 11000.00 20.644 0.00 20.644
150 11000.00 11000.00 20.644 0.00 20.644
160 11000.00 11000.00 20.644 0.00 20.644
170 11000.00 11000.00 20.644 0.00 20.644
180 11000.00 11000.00 20.644 0.00 20.644
190 11000.00 11000.00 20.644 0.00 20.644
60 11000.00 11000.00 20.644 0.00 20.644
70 11000.00 11000.00 20.644 0.00 20.644
80 11000.00 11000.00 20.644 0.00 20.644
90 11000.00 11000.00 20.644 0.00 20.644
S1 Y
100 11000.00 11000.00 20.644 0.000 20.644
110 11000.00 11000.00 20.644 0.000 20.644
120 11000.00 11000.00 20.644 0.000 20.644
130 11000.00 11000.00 20.644 0.000 20.644
140 11000.00 11000.00 20.644 0.000 20.644
150 11000.00 11000.00 20.644 0.000 20.644
160 11000.00 11000.00 20.644 0.000 20.644
170 11000.00 11000.00 20.644 0.000 20.644
180 11000.00 11000.00 20.644 0.000 20.644
190 11000.00 11000.00 20.644 0.000 20.644
60 11000.00 11000.00 20.644 0.000 20.644
70 11000.00 11000.00 20.644 0.000 20.644
80 11000.00 11000.00 20.644 0.000 20.644
90 11000.00 11000.00 20.644 0.000 20.644
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFz SM SQ
F1 p
Page 25
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5.1.2 Design Parameters
Yield Strength - 10M ~ 16M : fy1 , 19M ~ : fy2
f_cl : Clear Cover for edge of footing reinforcement
f_clt : Clear Cover for top of footing reinforcement
fp_clb : Clear Cover for bottom of footing reinforcement (Pile Foundation)
Loc. : Location of Critical Point from left side of footing
Unit(kgf/cm2,mm)
fck fy1 fy2 f_cl f_clt fp_clb
0.9 0.75 250.00 2400.00 3900.00 50.0 50.0
5.2 REQUIRED REINFORCEMENT
5.2.1 Reinforcement Formula
- Shrinkage And Temperature Reinforcement ---- ACI CODE 7.12.2
As As1 = fac b h , fac = following
Area of shrinkage and temperature reinforcement shall provide at least the following ratio
of reinforcement area to gross concrete area, but not less than 0.0014
(a) Slabs where Grade 40 or 50 deformed bars are used ........................................................................0.0020
(b) Slabs where Grade 60 deformed bars or welded wire reinforcement are used....................................0.0018
(c) Slabs where reinforcement with yield stress exceeding 60,000 psi measured at a yield
strain of 0.35 percent is used .......................................................................................................0.0018 60,000
fy
- Required Reinforcement by Analysis
As As2 = r.req b d
- At every section of flexural members where tensile reinforcement is required
As (As5 = 3 fck
fybw d) (As4 =
200
fyb d) ---- ACI Eq (10-3)
- The requirements of Eq (10-3) need not be applied, if every section As provided is
at least one -third greater then that required by analysis ---- ACI CODE 10.5.3
As3 = 1.333 r.req b d
Asmax = 0.75 rb b d
rb = 0.85 b1 fck
fy
0.003 Es
0.003 Es + fy
Selected As = Max ( As1 , As2 , Min ( As3 , Max ( As4 , As5 ) ) )
If Selected As < Using As < Asmax , then OK!!
Note : The reinforcement is calculated bases on the maximum moment under the foundation in each direction.
But, the 'ISO' , 'OCT' , 'HEX' , 'COMB' , 'TANK1' foundations are calaulated as face pier
Where,
Rn = Mu
fbd2 , f = 0.9 , r.req =
0.85 fck
fy ( 1 - 1 -
2Rn
0.85fck )
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
150.0
f(Flexure) f(Shear)
Page 26
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5.2.2 Check of Footing Reinforcement
Footing Name : F1 GroupType : Mat_Foundation
- X direction (Unit Width)
Sec.Name L.Comb. Using Bar (mm) Width b (m) d (cm)
S190 top 7.150 1.000 74.200 10.053
90 botom 5.500 1.000 64.200 10.053
Sec.Name L.Comb.
S190 top 0.040 0.0000
90 bottom - -
Sec.Name L.Comb.
S190 top 8.000 0.124 0.165 43.473 38.885 299.160
90 bottom 8.000 - - 37.614 33.644 258.842
Sec.Name L.Comb. Result
S190 top 10.053 8.000
90 bottom 10.053 8.000
- Y direction (Unit Width)
Sec.Name L.Comb. Using Bar (mm) Width b (m) d (cm)
S190 top 7.150 1.000 72.600 10.053
90 botom 5.500 1.000 62.600 10.053
Sec.Name L.Comb.
S190 top 0.042 0.0000
90 bottom - -
Sec.Name L.Comb.
S190 top 8.000 0.126 0.168 42.536 38.047 292.709
90 bottom 8.000 - - 36.677 32.806 252.391
Sec.Name L.Comb. Result
S190 top 10.053 8.000
90 bottom 10.053 8.000
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Loc. (m) As (cm2)
5 - 16M @ 200
5 - 16M @ 200
Mu (tonf-m) Rn r.Req
0.198
-
As1(cm2) As2(cm
2) As3(cm
2) As4(cm
2) As5(cm
2) Asmax(cm
2)
Select As(cm2)Using As(cm
2)
OK
OK
Loc. (m) As (cm2)
5 - 16M @ 200
5 - 16M @ 200
Mu (tonf-m) Rn r.Req
0.198
-
As1(cm2) As2(cm
2) As3(cm
2) As4(cm
2) As5(cm
2) Asmax(cm
2)
Select As(cm2)Using As(cm
2)
OK
OK
Page 27
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5.3 ONE WAY SHEAR FORCE
5.3.1 One-Way Shear Formula
ACI 318-05 CODE 11.3.1.1
- For members subject to shear and flexure only.
- f Vc = 0.75 2 fck B'w d (eq 11-3)
- Vu <= f Vc , then OK!!
5.3.2 Check of One-Way Shear
Footing Name : F1 GroupType : Mat_Foundation PileType : True
1
2
395
396
397
11000
11000
9092
9092
Unit : mm
- X direction One-Way Shear (Unit Width)
Sec.Name L.Comb. Result
S1 100 9092 642 1000 40.373 0.07 OK
- Y direction One-Way Shear (Unit Width)
Sec.Name L.Comb. Result
S1 100 9092 626 1000 39.367 0.07 OK
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Loc. (mm) d (mm) Bw (mm) fVc (tonf) Vu (tonf)
Loc. (mm) d (mm) Bw (mm) fVc (tonf) Vu (tonf)
Page 28
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5.4 TWO WAY SHEAR FORCE
5.4.1 Two-Way Shear Formula
Vu = SFz Shade Ratio
(a) f Vc1 = 0.75 2 (1 + 2/bc) fck bo d (eq 11-33) <- Vc1
(b) f Vc2 = 0.75 2 (1 + as d / 2 bo) fck bo d (eq 11-34) <- Vc2
(c) f Vc3 = 0.75 4 fck bo d (eq 11-35) <- Vc3
f Vc = Min(f Vc1 , f Vc2 , f Vc3) ACI 318-05 CODE 11.12.2.1
Vu f Vc , then OK
where
b = ratio of long side to short side of the column, concentrated load or reaction area
as = 40 for interior colimns
= 30 for edge columns
= 20 for corner columns
bo = perimeter of critical section
Shade Ratio = Footing Area - Punching Area
Footing Area
5.4.2 Check of Two-WayShear
11000
11
00
0
1
2
395
396
397
Ft.Name F1 Punching Area
Pr.Name 397 Pile effect
Shape Circle
L.Comb. 90
Pl 3500 mm
Pw 3500 mm
bo / d 13007.25 / 642 mm Vu
1 / 40 Result
5.5 PILE PUNCHING SHEAR FORCE
5.5.1 Pile Punching Shear Formula Vu = SFz Shade Ratio
(a) f Vc1 = 0.75 2 (1 + 2/bc) fck bo d (eq 11-33) <- Vc1
(b) f Vc2 = 0.75 2 (1 + as d / 2 bo) fck bo d (eq 11-34) <- Vc2
(c) f Vc3 = 0.75 4 fck bo d (eq 11-35) <- Vc3
f Vc = Min(f Vc1 , f Vc2 , f Vc3) ACI 318-05 CODE 11.12.2.1
Vu f Vc , then OK
where
b = ratio of long side to short side of the column, concentrated load or reaction area
as = 40 for interior colimns
= 30 for edge columns
= 20 for corner columns
bo = perimeter of critical section
Shade Ratio = Footing Area - Punching Area
Footing Area
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
bc / as
f Vc1
f Vc2
f Vc3
f Vc
134527.800 cm2
14.941 / 16
1575.416 tonf
1043.525 tonf
1050.278 tonf
1043.525 tonf
17.250 tonf
OK
Page 29
Calculation Sheetof
Foundation
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
5.5.2 Check of Pile Punching Shear
11000
11
00
0
1 2 3 4
5 6 7 8
9 10 11 12
13 14 15 16
Ft.Name F1 Punching Area
Pile No. 1 1 / 40
Shape Square
L.Comb. 100
PileName CHIMNEY KSB
Diameter 350mm
bo 3968mm Vu
d 642mm Result
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
bc / as
f Vc1
f Vc2
f Vc3
f Vc
9840.641 cm2
480.598 tonf
678.586 tonf
320.398 tonf
320.398 tonf
22.012 tonf
OK
COLUMN CALCULATION SHEET
One-Stop Solution for Column
TITLE DESCRIPTION
PROJECT/JOB NO. WEST SUMBAWA CFSPP PROJECT 2X7 MW
PROJECT/JOB NAME PLTU SUMBAWA BARAT 2X7 MW
CLIENT NAME PT PLN (Persero) UIP KITRING NUSRA
SITE NAME TALIWANG
DOCUMENT NO.
REFERENCE NO.
STRUCTURE NAME CHIMNEY STRUCTURE KSB
GROUP NAME
LOADCOMBINATION GROUP NAME
REV DATE DESCRIPTION PREP'D CHK'D APPR'D APPR'D
Copyright (c) GS E&C. All Rights Reserved
Page 1
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
CONTENTS
1. INPUT DATA
1.1 GENERAL
1.2 PIER DATA
1.3 LOADING DATA
2. PM DIAGRAM
2.1 FORMULA
2.2 PM DIAGRAM & ANALYSIS
2.3 ANALYSIS & RESULT
2.4 DETAIL PM DIAGRAM
3. ONE-WAY SHEAR
3.1 FORMULA
3.2 ONE-WAY SHEAR
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 2
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
1. INPUT DATA
1.1 General
Design Code American Concrete Institute (ACI 318) [Metric]
Input Unit MKS Output Unit MKS
0.9 0.9 0.7 0.65 0.75
fck Ec Es Steel Db Cover
50 mm
1.2 Pier Data
60050
Pier Name 1 Ver Bar
Pier Shape Circle Tie Bar -
Width 600 mm Fck
Length 600 mm fy
Height 800 mm Using As
dx - dy -
Main Bar
Bar Check
60050
Pier Name 2 Ver Bar
Pier Shape Circle Tie Bar -
Width 600 mm Fck
Length 600 mm fy
Height 800 mm Using As
dx - dy -
Main Bar
Bar Check
60050
Pier Name 395 Ver Bar
Pier Shape Circle Tie Bar -
Width 600 mm Fck
Length 600 mm fy
Height 800 mm Using As
dx - dy -
Main Bar
Bar Check
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
f Bending f Axial f Sprial reinf. f Tied reinf. f Shear
fy (10M ~ 16M) fy (19M ~)
250 kgf/cm2
2400 kgf/cm2
3900 kgf/cm2
235000 kgf/cm2
2000000 kgf/cm2
ASTM A615 (M)
19M, 10 EA
250 kgf/cm2
3900 kgf/cm2
28.35 cm2
3 EA , Area = 28.353cm2 , Amin (1%) = 28.3cm
2 , Amax (5%) = 141.4cm
2
Reinforcrment Area is OK
19M, 10 EA
250 kgf/cm2
3900 kgf/cm2
28.35 cm2
3 EA , Area = 28.353cm2 , Amin (1%) = 28.3cm
2 , Amax (5%) = 141.4cm
2
Reinforcrment Area is OK
19M, 10 EA
250 kgf/cm2
3900 kgf/cm2
28.35 cm2
3 EA , Area = 28.353cm2 , Amin (1%) = 28.3cm
2 , Amax (5%) = 141.4cm
2
Reinforcrment Area is OK
Page 3
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
60050
Pier Name 396 Ver Bar
Pier Shape Circle Tie Bar -
Width 600 mm Fck
Length 600 mm fy
Height 800 mm Using As
dx - dy -
Main Bar
Bar Check
350050
Pier Name 397 Ver Bar
Pier Shape Circle Tie Bar -
Width 3500 mm Fck
Length 3500 mm fy
Height 800 mm Using As
dx - dy -
Main Bar
Bar Check
1.3 Loading Data
1.3.1 Load Case Unit( tonf , tonf-m )
Pier Name Name Fx Fy Fz Mx My
1
SW 0 0 -0.543 0 0
Loadtype Seismic 12.5 -3.137 89.625 0 0
Loadtype None Title Dl -0.687 0.592 -11.436 0 0
Loadtype None Title Ll -0.338 0.261 -7.435 0 0
Loadtype None Title 5.767 -1.416 40.465 0 0
Loadtype None Title 0.862 -2.567 19.141 0 0
DL 0 0 0 0 0
2
SW 0 0 -0.543 0 0
Loadtype Seismic 12.506 3.14 89.653 0 0
Loadtype None Title Dl -0.687 -0.592 -11.436 0 0
Loadtype None Title Ll -0.338 -0.261 -7.435 0 0
Loadtype None Title 5.77 1.418 40.48 0 0
Loadtype None Title -0.862 -2.567 -19.141 0 0
DL 0 0 0 0 0
395
SW 0 0 -0.543 0 0
Loadtype Seismic 12.5 3.137 -89.625 0 0
Loadtype None Title Dl 0.687 0.592 -11.436 0 0
Loadtype None Title Ll 0.338 0.261 -7.435 0 0
Loadtype None Title 5.767 1.416 -40.465 0 0
Loadtype None Title -0.862 -2.567 19.141 0 0
DL 0 0 0 0 0
396 SW 0 0 -0.543 0 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
19M, 10 EA
250 kgf/cm2
3900 kgf/cm2
28.35 cm2
3 EA , Area = 28.353cm2 , Amin (1%) = 28.3cm
2 , Amax (5%) = 141.4cm
2
Reinforcrment Area is OK
19M, 70 EA
250 kgf/cm2
3900 kgf/cm2
198.47 cm2
18 EA , Area = 198.47cm2 , Amin (1%) = 962.1cm2 , Amax (5%) = 4810.6cm2
Reinforcrment Area is too small
Page 4
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
Loadtype Seismic 12.506 -3.14 -89.653 0 0
Loadtype None Title Dl 0.687 -0.592 -11.436 0 0
Loadtype None Title Ll 0.338 -0.261 -7.435 0 0
Loadtype None Title 5.77 -1.418 -40.48 0 0
Loadtype None Title 0.862 -2.567 -19.141 0 0
DL 0 0 0 0 0
397SW 0 0 -18.473 0 0
DL 0 0 -90 0 0
1.3.2 Load Combination List
Comb . ID Load Combination for Reinforcement
100 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.3 Loadtype Wind Title Wx
110 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.3 Loadtype Wind Title Wz
120 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Ex
130 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + -1.0 Loadtype Seismic Title Ex
140 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + 1.0 Loadtype Seismic Title Ez
150 1.0 SW + 1.2 Loadtype Dead Title Dl + .5 Loadtype Live Title Ll + -1.0 Loadtype Seismic Title Ez
160 1.0 SW + .9 Loadtype Dead Title Dl + 1.3 Loadtype Wind Title Wx
170 1.0 SW + .9 Loadtype Dead Title Dl + -1.3 Loadtype Wind Title Wx
180 1.0 SW + 1.0 Loadtype Dead Title Dl + 1.3 Loadtype Wind Title Wz
190 1.0 SW + .9 Loadtype Dead Title Dl + -1.3 Loadtype Wind Title Wz
60 1.0 SW + 1.4 Loadtype Dead Title Dl
70 1.0 SW + 1.2 Loadtype Dead Title Dl + 1.6 Loadtype Live Title Ll
80 1.0 SW + 1.2 Loadtype Dead Title Dl + 1.6 Loadtype Live Title Ll + .8 Loadtype Wind Title Wx
90 1.0 SW + 1.2 Loadtype Dead Title Dl + 1.6 Loadtype Live Title Ll + .8 Loadtype Wind Title Wz
1.3.3 In Pier Top Unit( tonf , tonf-m )
P. Name LC#
1
100 0 0 0 0 0
110 0 0 0 0 0
120 0 0 0 0 0
130 0 0 0 0 0
140 0 0 0 0 0
150 0 0 0 0 0
160 0 0 0 0 0
170 0 0 0 0 0
180 0 0 0 0 0
190 0 0 0 0 0
60 0 0 0 0 0
70 0 0 0 0 0
80 0 0 0 0 0
90 0 0 0 0 0
2 100 0 0 0 0 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFx SFy SFz SMx SMy
Page 5
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
110 0 0 0 0 0
120 0 0 0 0 0
130 0 0 0 0 0
140 0 0 0 0 0
150 0 0 0 0 0
160 0 0 0 0 0
170 0 0 0 0 0
180 0 0 0 0 0
190 0 0 0 0 0
60 0 0 0 0 0
70 0 0 0 0 0
80 0 0 0 0 0
90 0 0 0 0 0
395
100 0 0 0 0 0
110 0 0 0 0 0
120 0 0 0 0 0
130 0 0 0 0 0
140 0 0 0 0 0
150 0 0 0 0 0
160 0 0 0 0 0
170 0 0 0 0 0
180 0 0 0 0 0
190 0 0 0 0 0
60 0 0 0 0 0
70 0 0 0 0 0
80 0 0 0 0 0
90 0 0 0 0 0
396
100 0 0 0 0 0
110 0 0 0 0 0
120 0 0 0 0 0
130 0 0 0 0 0
140 0 0 0 0 0
150 0 0 0 0 0
160 0 0 0 0 0
170 0 0 0 0 0
180 0 0 0 0 0
190 0 0 0 0 0
60 0 0 0 0 0
70 0 0 0 0 0
80 0 0 0 0 0
90 0 0 0 0 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 6
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
397
100 0 0 0 0 0
110 0 0 0 0 0
120 0 0 0 0 0
130 0 0 0 0 0
140 0 0 0 0 0
150 0 0 0 0 0
160 0 0 0 0 0
170 0 0 0 0 0
180 0 0 0 0 0
190 0 0 0 0 0
60 0 0 0 0 0
70 0 0 0 0 0
80 0 0 0 0 0
90 0 0 0 0 0
1.3.4 In Pier Bottom Unit( tonf , tonf-m )
P. Name LC#
1
100 0 0 0.543 0 0
110 0 0 0.543 0 0
120 0 0 0.543 0 0
130 0 0 0.543 0 0
140 0 0 0.543 0 0
150 0 0 0.543 0 0
160 0 0 0.543 0 0
170 0 0 0.543 0 0
180 0 0 0.543 0 0
190 0 0 0.543 0 0
60 0 0 0.543 0 0
70 0 0 0.543 0 0
80 0 0 0.543 0 0
90 0 0 0.543 0 0
2
100 0 0 0.543 0 0
110 0 0 0.543 0 0
120 0 0 0.543 0 0
130 0 0 0.543 0 0
140 0 0 0.543 0 0
150 0 0 0.543 0 0
160 0 0 0.543 0 0
170 0 0 0.543 0 0
180 0 0 0.543 0 0
190 0 0 0.543 0 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
SFx SFy SFz SMx SMy
Page 7
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
60 0 0 0.543 0 0
70 0 0 0.543 0 0
80 0 0 0.543 0 0
90 0 0 0.543 0 0
395
100 0 0 0.543 0 0
110 0 0 0.543 0 0
120 0 0 0.543 0 0
130 0 0 0.543 0 0
140 0 0 0.543 0 0
150 0 0 0.543 0 0
160 0 0 0.543 0 0
170 0 0 0.543 0 0
180 0 0 0.543 0 0
190 0 0 0.543 0 0
60 0 0 0.543 0 0
70 0 0 0.543 0 0
80 0 0 0.543 0 0
90 0 0 0.543 0 0
396
100 0 0 0.543 0 0
110 0 0 0.543 0 0
120 0 0 0.543 0 0
130 0 0 0.543 0 0
140 0 0 0.543 0 0
150 0 0 0.543 0 0
160 0 0 0.543 0 0
170 0 0 0.543 0 0
180 0 0 0.543 0 0
190 0 0 0.543 0 0
60 0 0 0.543 0 0
70 0 0 0.543 0 0
80 0 0 0.543 0 0
90 0 0 0.543 0 0
397
100 0 0 18.473 0 0
110 0 0 18.473 0 0
120 0 0 18.473 0 0
130 0 0 18.473 0 0
140 0 0 18.473 0 0
150 0 0 18.473 0 0
160 0 0 18.473 0 0
170 0 0 18.473 0 0
180 0 0 18.473 0 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 8
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
190 0 0 18.473 0 0
60 0 0 18.473 0 0
70 0 0 18.473 0 0
80 0 0 18.473 0 0
90 0 0 18.473 0 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 9
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2. ONE-WAY SHEAR
2.1 FORMULA
1) Maximum Axial Load Strength
- Po = 0.85 fck (Ag-Ast) + S fy Ast
- Pnmax = f1 Po ( f1 = Axial Strenth Resuction Factiors)
- Mnmax = The Value of diagram, When P is Pn.
- Pumax = f2 Pnmax
f2 = Sprial or Tied Reinforcement Reduction Factor
2) Balanced Strain Condition
A balanced Strain condition exists at a cross-setion
when the maximum strain at the extreme
compression fiber just reaches eu = 0.003 simultaneously
with the first yield strain of es = fy/Es in the tension reinforcement.
The ratio of neutral axis depth cb is shown below
Cb
d =
eu
eu + ey
eu = 0.003
fc = 0.85 fck
3) Strength for Combined Flexure and Axial Load
Maximum usable strain at extreme
concrete compression fiber shall
be assumed equal to eu = 0.003
if c that is neutral axis is supposed,
Pn and Mn can be calculated as below
fPn = f0.85 fck ( Acomp - S(1 to 11) Ast ) + S(1 to 28) fs Ast
fMn = f0.85 fck ( Acomp - S(1 to 11) Ast ) ( h/2 - c + yc )
+ S(1 to 28) fs Ast ( h/2 - c + ys )
fs(i) = e(i) Es , - fy fs(i) fy
Sprial or Tied Reinforcement Reduction Factor f = 0.9 - 0.2 Pn
Pa 0.9
Pa = 0.1 fck Ag
Acomp is Area from top to a (b1c)
b1c = 0.85 - 0.05 ( fck - 4000 ) / 1000 0.65 (psi)
4) Slenderness Effects
dns = Cm
1-Pu/0.75Pc 1 Pc =
p2EI
(klu)2 EI =
0.2EcIg + EsIse
1+bd
5) Shear
fVc = f 2 fck bw d , fVs = f fy Av d
s (psi)
fVsmax = f 8 fck bw d (psi)
fVn = fVc + fVs
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Page 10
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2.2 PM DIAGRAM & ANALYSIS
2.2.1 Pier Name : 1
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
Mx
Pnmax
fPnmax
Balanced
Axis X - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.04 tonf-m / 11.23 tonf-m
329.529 tonf / 230.670 tonf
46.25 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
My
Pnmax
fPnmax
Balanced
Axis Y - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.11 tonf-m / 11.23 tonf-m
341.918 tonf / 230.670 tonf
45.87 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Page 11
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2.2.2 Pier Name : 2
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
Mx
Pnmax
fPnmax
Balanced
Axis X - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.04 tonf-m / 11.23 tonf-m
329.529 tonf / 230.670 tonf
46.25 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
My
Pnmax
fPnmax
Balanced
Axis Y - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.11 tonf-m / 11.23 tonf-m
341.918 tonf / 230.670 tonf
45.87 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Page 12
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2.2.3 Pier Name : 395
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
Mx
Pnmax
fPnmax
Balanced
Axis X - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.04 tonf-m / 11.23 tonf-m
329.529 tonf / 230.670 tonf
46.25 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
My
Pnmax
fPnmax
Balanced
Axis Y - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.11 tonf-m / 11.23 tonf-m
341.918 tonf / 230.670 tonf
45.87 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Page 13
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2.2.4 Pier Name : 396
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
Mx
Pnmax
fPnmax
Balanced
Axis X - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.04 tonf-m / 11.23 tonf-m
329.529 tonf / 230.670 tonf
46.25 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
(tonf , tonf-m )
-100
0
100
200
300
400
500
600
700
10 20 30 40 50 60
P
My
Pnmax
fPnmax
Balanced
Axis Y - Axis (All comb.)
Po 662.841 tonf
596.557 tonf / 417.590 tonf
16.11 tonf-m / 11.23 tonf-m
341.918 tonf / 230.670 tonf
45.87 tonf-m / 32.38 tonf-m
c(Balanced) 376.79 mm
emin 33.24 mm
klu / rx 10.67
Slender Neglect
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Page 14
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
2.2.5 Pier Name : 397
(tonf , tonf-m )
0
5000
10000
15000
20000
2000 4000 6000 8000 10000
P
Mx
Pnmax
fPnmaxBalanced
Axis X - Axis (All comb.)
Po 20878.720 tonf
18790.850 tonf / 13153.590 tonf
2863.27 tonf-m / 2004.29 tonf-m
12732.190 tonf / 8912.532 tonf
7535.05 tonf-m / 5274.54 tonf-m
c(Balanced) 2448.21 mm
emin 120.24 mm
klu / rx 1.83
Slender Neglect
(tonf , tonf-m )
0
5000
10000
15000
20000
2000 4000 6000 8000 10000
P
My
Pnmax
fPnmaxBalanced
Axis Y - Axis (All comb.)
Po 20878.720 tonf
18790.850 tonf / 13153.590 tonf
2863.29 tonf-m / 2004.29 tonf-m
12739.900 tonf / 8912.532 tonf
7532.15 tonf-m / 5274.54 tonf-m
c(Balanced) 2448.21 mm
emin 120.24 mm
klu / rx 1.83
Slender Neglect
2.3 ANALYSIS & RESULT
2.3.1 Moment Check unit (tonf-m )
Pier L/C# Result
1
100 1 1 0.02 0.02 10.41 10.55
110 1 1 0.02 0.02 10.41 10.55
120 1 1 0.02 0.02 10.41 10.55
130 1 1 0.02 0.02 10.41 10.55
140 1 1 0.02 0.02 10.41 10.55
150 1 1 0.02 0.02 10.41 10.55
160 1 1 0.02 0.02 10.41 10.55
170 1 1 0.02 0.02 10.41 10.55
180 1 1 0.02 0.02 10.41 10.55
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
Pn / fPn
Mn / fMn
Pb / fPb
Mb / fM
dx dy SdMux SdMuy fMnx fMny
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 15
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
190 1 1 0.02 0.02 10.41 10.55
60 1 1 0.02 0.02 10.41 10.55
70 1 1 0.02 0.02 10.41 10.55
80 1 1 0.02 0.02 10.41 10.55
90 1 1 0.02 0.02 10.41 10.55
2
100 1 1 0.02 0.02 10.41 10.55
110 1 1 0.02 0.02 10.41 10.55
120 1 1 0.02 0.02 10.41 10.55
130 1 1 0.02 0.02 10.41 10.55
140 1 1 0.02 0.02 10.41 10.55
150 1 1 0.02 0.02 10.41 10.55
160 1 1 0.02 0.02 10.41 10.55
170 1 1 0.02 0.02 10.41 10.55
180 1 1 0.02 0.02 10.41 10.55
190 1 1 0.02 0.02 10.41 10.55
60 1 1 0.02 0.02 10.41 10.55
70 1 1 0.02 0.02 10.41 10.55
80 1 1 0.02 0.02 10.41 10.55
90 1 1 0.02 0.02 10.41 10.55
395
100 1 1 0.02 0.02 10.41 10.55
110 1 1 0.02 0.02 10.41 10.55
120 1 1 0.02 0.02 10.41 10.55
130 1 1 0.02 0.02 10.41 10.55
140 1 1 0.02 0.02 10.41 10.55
150 1 1 0.02 0.02 10.41 10.55
160 1 1 0.02 0.02 10.41 10.55
170 1 1 0.02 0.02 10.41 10.55
180 1 1 0.02 0.02 10.41 10.55
190 1 1 0.02 0.02 10.41 10.55
60 1 1 0.02 0.02 10.41 10.55
70 1 1 0.02 0.02 10.41 10.55
80 1 1 0.02 0.02 10.41 10.55
90 1 1 0.02 0.02 10.41 10.55
396
100 1 1 0.02 0.02 10.41 10.55
110 1 1 0.02 0.02 10.41 10.55
120 1 1 0.02 0.02 10.41 10.55
130 1 1 0.02 0.02 10.41 10.55
140 1 1 0.02 0.02 10.41 10.55
150 1 1 0.02 0.02 10.41 10.55
160 1 1 0.02 0.02 10.41 10.55
170 1 1 0.02 0.02 10.41 10.55
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 16
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
180 1 1 0.02 0.02 10.41 10.55
190 1 1 0.02 0.02 10.41 10.55
60 1 1 0.02 0.02 10.41 10.55
70 1 1 0.02 0.02 10.41 10.55
80 1 1 0.02 0.02 10.41 10.55
90 1 1 0.02 0.02 10.41 10.55
397
100 1 1 2.22 2.22 517.26 516.74
110 1 1 2.22 2.22 517.26 516.74
120 1 1 2.22 2.22 517.26 516.74
130 1 1 2.22 2.22 517.26 516.74
140 1 1 2.22 2.22 517.26 516.74
150 1 1 2.22 2.22 517.26 516.74
160 1 1 2.22 2.22 517.26 516.74
170 1 1 2.22 2.22 517.26 516.74
180 1 1 2.22 2.22 517.26 516.74
190 1 1 2.22 2.22 517.26 516.74
60 1 1 2.22 2.22 517.26 516.74
70 1 1 2.22 2.22 517.26 516.74
80 1 1 2.22 2.22 517.26 516.74
90 1 1 2.22 2.22 517.26 516.74
2.3.2 Force Check unit (tonf )
Pier L/C# Result
1
100 -61.14 417.59 0.54
110 -61.14 417.59 0.54
120 -61.14 417.59 0.54
130 -61.14 417.59 0.54
140 -61.14 417.59 0.54
150 -61.14 417.59 0.54
160 -61.14 417.59 0.54
170 -61.14 417.59 0.54
180 -61.14 417.59 0.54
190 -61.14 417.59 0.54
60 -61.14 417.59 0.54
70 -61.14 417.59 0.54
80 -61.14 417.59 0.54
90 -61.14 417.59 0.54
2
100 -61.14 417.59 0.54
110 -61.14 417.59 0.54
120 -61.14 417.59 0.54
130 -61.14 417.59 0.54
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
SFz fPs fPnmax
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 17
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
140 -61.14 417.59 0.54
150 -61.14 417.59 0.54
160 -61.14 417.59 0.54
170 -61.14 417.59 0.54
180 -61.14 417.59 0.54
190 -61.14 417.59 0.54
60 -61.14 417.59 0.54
70 -61.14 417.59 0.54
80 -61.14 417.59 0.54
90 -61.14 417.59 0.54
395
100 -61.14 417.59 0.54
110 -61.14 417.59 0.54
120 -61.14 417.59 0.54
130 -61.14 417.59 0.54
140 -61.14 417.59 0.54
150 -61.14 417.59 0.54
160 -61.14 417.59 0.54
170 -61.14 417.59 0.54
180 -61.14 417.59 0.54
190 -61.14 417.59 0.54
60 -61.14 417.59 0.54
70 -61.14 417.59 0.54
80 -61.14 417.59 0.54
90 -61.14 417.59 0.54
396
100 -61.14 417.59 0.54
110 -61.14 417.59 0.54
120 -61.14 417.59 0.54
130 -61.14 417.59 0.54
140 -61.14 417.59 0.54
150 -61.14 417.59 0.54
160 -61.14 417.59 0.54
170 -61.14 417.59 0.54
180 -61.14 417.59 0.54
190 -61.14 417.59 0.54
60 -61.14 417.59 0.54
70 -61.14 417.59 0.54
80 -61.14 417.59 0.54
90 -61.14 417.59 0.54
397
100 -427.96 13153.59 18.47
110 -427.96 13153.59 18.47
120 -427.96 13153.59 18.47
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 18
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
130 -427.96 13153.59 18.47
140 -427.96 13153.59 18.47
150 -427.96 13153.59 18.47
160 -427.96 13153.59 18.47
170 -427.96 13153.59 18.47
180 -427.96 13153.59 18.47
190 -427.96 13153.59 18.47
60 -427.96 13153.59 18.47
70 -427.96 13153.59 18.47
80 -427.96 13153.59 18.47
90 -427.96 13153.59 18.47
3. ONE-WAY SHEAR
3.1 FORMULA ACI 318-05 CODE 11.3.1.1
- For members subject to shear and flexure only.
- Vc = 2 fck Bw d (eq 11-3)
- Vs = Av fy d
s (eq 11-15)
- Vu <= f Vc + f Vs , f = 0.75 (eq 11-1)
- When, Value of f Vs shall not exceed f 8 fck Bw d (Vs max)
3.2 ONE-WAY SHEARUnit(tonf)
P. Name Dir. LC# Vu Result
1
X
100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
Y
100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
fVc fVs fVs max
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 19
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
Y
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
2
X
100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
Y
100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
395 X100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 20
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
X
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
Y
100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
396X
100 17.945 8.402 71.781 0
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
Y 100 17.945 8.402 71.781 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Page 21
Calculation Sheetof
Pier
Project Na. : PLTU SUMBAWA BARAT 2X7 ..
Project No. : WEST SUMBAWA CFSPP PR..
Client : PT PLN (Persero)...
Y
110 17.945 8.402 71.781 0
120 17.945 8.402 71.781 0
130 17.945 8.402 71.781 0
140 17.945 8.402 71.781 0
150 17.945 8.402 71.781 0
160 17.945 8.402 71.781 0
170 17.945 8.402 71.781 0
180 17.945 8.402 71.781 0
190 17.945 8.402 71.781 0
60 17.945 8.402 71.781 0
70 17.945 8.402 71.781 0
80 17.945 8.402 71.781 0
90 17.945 8.402 71.781 0
397
X
100 605.419 54.592 2421.675 0
110 605.419 54.592 2421.675 0
120 605.419 54.592 2421.675 0
130 605.419 54.592 2421.675 0
140 605.419 54.592 2421.675 0
150 605.419 54.592 2421.675 0
160 605.419 54.592 2421.675 0
170 605.419 54.592 2421.675 0
180 605.419 54.592 2421.675 0
190 605.419 54.592 2421.675 0
60 605.419 54.592 2421.675 0
70 605.419 54.592 2421.675 0
80 605.419 54.592 2421.675 0
90 605.419 54.592 2421.675 0
Y
100 605.419 54.592 2421.675 0
110 605.419 54.592 2421.675 0
120 605.419 54.592 2421.675 0
130 605.419 54.592 2421.675 0
140 605.419 54.592 2421.675 0
150 605.419 54.592 2421.675 0
160 605.419 54.592 2421.675 0
170 605.419 54.592 2421.675 0
180 605.419 54.592 2421.675 0
190 605.419 54.592 2421.675 0
60 605.419 54.592 2421.675 0
70 605.419 54.592 2421.675 0
80 605.419 54.592 2421.675 0
90 605.419 54.592 2421.675 0
TAIL PULLEY FRAME COAL CONVEYOR C-1B - Method 1 - ACI318(MKS) 4/11/2016
Copyright (c) GS E&C. All Rights Reserved
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK