DESAIN STRUKTUR DAN FONDASI BOILER TAHAN GEMPA
LOADING
- DEAD LOAD ( TERLAMPIR DI MODUL PELATIHAN ) - LIVE LOAD ( TERLAMPIR DI MODUL PELATIHAN PELATIHAN ) - WIND LOAD ( TERLAMPIR DI MODUL PELATIHAN ) - SEISMIC LOAD (TERLAMPIR DI MODUL PELATIHAN )
LOADING
- DEAD LOAD ( TERLAMPIR DI MODUL PELATIHAN ) - LIVE LOAD ( TERLAMPIR DI MODUL PELATIHAN PELATIHAN ) - WIND LOAD ( TERLAMPIR DI MODUL PELATIHAN ) - SEISMIC LOAD (TERLAMPIR DI MODUL PELATIHAN )
DEAD LOAD & WIND LOAD
DEAD LOAD terlampir di calculasi WIND LOAD di Asumsikan kecepatan Angin V= 120 KM/Hr di konversi menjadi 70 kg/m2
LIVE LOAD
500 kg/m2
PENENTUAN KATEGORI DESAIN SEISMIK ( KDS ) SEISMIC DESIGN CATEGORY
SS=0.15
S1=0.10
Kombinasi Beban
MATERI PRIVATE DP ENGINEER
PERHITUNGAN GEMPA AKAN DI BERIKAN SECARA JELAS DAN MUDAH DARI GEMPA 2002 DAN GEMPA 2012 DIBERIKAN SOFT COPY MS. EXCEL PERHITUNGAN GEMPA DIBERIKAN MODUL PELATIHAN LANGKAH – LANGKAH DESAIN PENGGUNAAN STAADPRO DAN AFES
DPE
( DESAIN PRIVATE ENGINEERING )
Bagi anda yang berkecimpung dalam dunia Teknik Sipil/ Civil Engineering baik Mahasiswa lulusan D3 atau S1, yang berdomisili dijakarta dan dikarawang yang ingin untuk belajar ( Private ) Software Teknik Sipil : STAADPro 2007 ( Desain Struktur Beton atau Struktur Baja ) 1. AFES 3.0 ( Desain Fondasi Dangkal atau Fondasi Dalam ) 2. Untuk pelatihan ( Private ) Desain struktur civil dengan biaya training Rp 3.000.000,- total session 18 jam ( 3jamx6 pertemuan ). Lokasi di jakarata barat : Perumahan Taman kencana blok A1 No 20 rt /rw 02/012 kelurahan tegal alur kota jakarta Barat untuk waktu pelatihan Hari Sabtu dan Minggu dan waktu bisa ditentukan kemudian. Laptop di sediakan ( TERSEDIA 4 ORANG/ lebih). BISA BAWA LAPTOP Nanti Untuk sofware STAADPro2007 dan AFES 3.0 yang belum ada bisa langsung di install. Bisa hubungi langsung
DAPI - 085878353335.
DESAIN PRIVATE STRUKTUR STAADPro 2007
DALAM SETIAP PERTEMUAN AKAN DIBERIKAN PEMODELAN/ STRUKTUR YANG BERBEDA DARI DESAIN STRUKTUR BAJA DAN STRUKTUR BETON MULAI DARI PABRIK, MAIN HOUSE, SAMPAI DESAIN BANGUNAN 7 LANTAI. DIBERIKAN SOFT COPY MATERI PERHITUNGAN PEMBEBANAN ( BEBAN MATI, BEBAN HIDUP, BEBAN ANGIN DAN BEBAN GEMPA ), (MS Excel). DIBERIKAN SOFT COPY MATERI BEBAN GEMPA 2002 DAN 2012 (MS Excel). DIBERIKAN SOFT COPY MATERI PERHITUNGAN GEMPA STATIS DAN GEMPA DINAMIS (MS Excel). DESAIN STAADPRO SANGAT MUDAH DAN CEPAT DALAM MENDESAIN STRUKTUR.
DESAIN PONDASI AFES 3.0
Diberikan soft copy materi perhitungan daya dukung tanah untuk pondasi dangkal (MS Excel). Diberikan soft copy materi perhitungan daya dukung tiang pancang (MS Excel). Diberikan soft copy materi aplikasi penggunaan AFES 3.0 untuk desain Pondasi Dangkal. Diberikan soft copy materi aplikasi penggunaan AFES 3.0 untuk desain Pondasi Tiang Pancang. Diberikan materi desain pondasi Tanki 500m3.
FOUNDATION CALCULATION SHEET
One-Stop Solution for Foundation
TITLE
DESCRIPTION
PROJECT/JOB NO.
DP ENGINEERING
PROJECT/JOB NAME
DESAIN PONDASI BOILER TAHAN GEMPA
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
FOUNDATION LISTS Group Name
No.
Description
1
1
F27
2
2
F28
No.
Description
Page 1
12/17/2014
Calculation Sheet of Foundation
TA..
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
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 2
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
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 2
Concrete (fck : compressive strength)
300.000 kgf/cm
Lean Concrete (Lfck : compressive strength)
150.000 kgf/cm
Reinforcement (10M ~ 16M , yield strength)
2400.000 kgf/cm
Reinforcement (19M ~ , yield strength)
3900.000 kgf/cm
Rs (Soil unit weight)
1.800 ton/m
Rc (Concrete unit weight)
2.400 ton/m
Es (Steel Modulus of Elasticity)
2.000 10 kgf/cm
Ec (Concrete Modulus of Elasticity)
235000.000 kgf/cm
2 2 2
3 3
6
2 2
- Pile Capacity It
V l
Page 3
12/17/2014
Calculation Sheet of Foundation
TA..
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
Friction factor ( )
0.35
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 4
1.4 LOAD COMBINATION 1.4.1 Group - 1 Footing List = F27
Comb . ID
Load Combination for stability
10
.75 SW + .75 Dry Load + .75 Hydrotest Load + .75 Loadtype None Title Gempa Arah X + -.225 Loadtype None Title Gempa Arah Z
8
1.0 SW + 1.0 Dry Load
9
.75 SW + .75 Dry Load + .75 Hydrotest Load + .75 Loadtype None Title Gempa Arah X + .225 Loadtype None Ti tle Gempa Arah Z
12/17/2014 TA..
2. DRAWING 2.1 LOCATION PLAN 2.2 DETAIL SKETCH
Calculation Sheet of Foundation
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 5
12/17/2014
Page 6
REFERENCE DWGS NO.
DWG NO.
DWG TITLE
A01
NOTES * OUTPUT UNIT : mm
02 913
3
6
9
12
F27
0 7 6 5 DESAIN PONDASI BOILER TAHAN GEMPA PROJECT
01 918
69
70
71
72 FOUNDATION LOCATION PLAN DESAIN BOILER TAHAN GEMPA
F28
Y
K C E H C D A U Q S P RO CE SS P IP IN G V ES SE LS S TR UC T.
E LE C.
I NS T.
12/17/2014 2.2 DETAIL SKETCH
Page 7
12/17/2014
Page 8
REFERENCE DWGS NO.
DWG NO.
DWG TITLE
NOTES
C L FOOTING
* PILE
14390 G N I T O O F L C
705
14-¥õ400 BOILER R2
5510 2115
0 0 9 2
14
2 x 0 5 4 1
3055 12
8 10
913 13
610
2
6
3
3
6
9
7
12
4
1837x3 2115
705 5
9
11
* OUTPUT UNIT : mm
2300
1
1526 1528
5 2 6 2 x 5 2 8 5 2 6
1500 1152
448 DESAIN PONDASI BOILER TAHAN GEMPA PROJECT
FOUNDATION PLAN
FOUNDATION DETAIL FOR F27
K C E H C D A U Q S P RO CE SS P IP IN G V ES SE LS S TR UC T.
E LE C.
I NS T.
12/17/2014
Page 9
REFERENCE DWGS NO.
DWG NO.
DWG TITLE
NOTES C L FOOTING
* PILE 14-¥õ400 BOILER R2
TOP
. P 0 Y 5 T
BOTTOM
0 3 1 @ M 2 2
* OUTPUT UNIT : mm
0 3 1 @ M 2 2 22M@130 22M@130 DESAIN PONDASI BOILER TAHAN GEMPA PROJECT
REINFORCEMENT PLAN
FOUNDATION DETAIL FOR F27
K C E H C D A U Q S P RO CE SS P IP IN G V ES SE LS S TR UC T.
E LE C.
I NS T.
12/17/2014
Page 10
913
3
6
9
12
0 0 2
913
3
6
9
12
0 5 5 1
LEAN CONC. 50 THK ELEVATION S1
-X
12/17/2014 2.2 DETAIL SKETCH
Page 12
12/17/2014
Page 13
REFERENCE DWGS NO.
DWG NO.
DWG TITLE
NOTES
C L FOOTING
* PILE
14390 G N I T O O F L C
705
14-¥õ400 BOILER R2
5510 2115
0 0 9 2
14
2 x 0 5 4 1
3055 12
8 10
918 13
610
2
6
69 6 9
3
70
71
7
72
4
1837x3 2115
705 5
9
11
* OUTPUT UNIT : mm
2300
1
1526 1528
5 2 6 2 x 5 2 8 5 2 6
1500 1152
448 DESAIN PONDASI BOILER BOILER TAHAN GEMPA GEMPA PROJECT
FOUNDATION PLAN
FOUNDATION DETAIL FOR F28
K C E H C D A U Q S P RO RO C CE ES SS S P IP IP IN IN G V ES ES S SE E LS LS S T TR R UC UC T. T.
E LE LE C C..
I NS NS T T..
12/17/2014
Page 14
REFERENCE DWGS NO.
DWG NO.
DWG TITLE
NOTES C L FOOTING
* PILE 14-¥õ400 BOILER R2
TOP
. P 0 Y 5 T
BOTTOM
0 3 1 @ M 2 2
* OUTPUT UNIT : mm
0 3 1 @ M 2 2 22M@130 22M@130 DESAIN PONDASI BOILER TAHAN GEMPA PROJECT
REINFORCEMENT PLAN
FOUNDATION DETAIL FOR F28
K C E H C D A U Q S P RO CE SS P IP IN G V ES SE LS S TR UC T.
E LE C.
I NS T.
12/17/2014
Page 15
918 69
70
71
72
0 0 2
918
69
70
71
72
0 5 5 1
LEAN CONC. 50 THK ELEVATION S1
-X
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
Page 17
3. FOUNDATION DATA 3.1 FOOTING DATA Unit : mmFt. Name
F27
Ft. Type
MAT 2
Area
14390
0 0 9 2
913
3
6
9
12
41.731 m
Ft. Thickness
1550.00 mm
Ft. Volume
64.683 m
Ft. Weight
155.239 tonf
Soil Height
200.00 mm
Soil Volume
7.626 m
Soil Weight
13.727 tonf
Buoyancy
Not Consider
Self Weight (except Pr.SW)
168.966 tonf
3
3
0 5 0 6 0 2
The Origin coordinate The Center of Gravity (0.01,0) mm The Center of Pile (431.64,0) mm
0 5 5 1
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
Page 18
3.2 PIER DATA Off 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) 2
Unit( Length : mm , Weight : tonf , Area : m )
Ft.Name
F27
F28
Pr.Name
Shape
Pl
Pw
Ph
3
Area
Weight
Off X
Off Y
Rectangle
900.000
800.000
650.000
0.720
1.123
-4375.000
0.000
6
Rectangle
900.000
800.000
650.000
0.720
1.123
1135.000
0.000
9
Rectangle
900.000
800.000
650.000
0.720
1.123
4190.000
0.000
12
Rectangle
900.000
800.000
650.000
0.720
1.123
6490.000
0.000
913
Rectangle
900.000
800.000
650.000
0.720
1.123
-6490.000
0.000
69
Rectangle
900.000
800.000
650.000
0.720
1.123
-4375.000
0.000
70
Rectangle
900.000
800.000
650.000
0.720
1.123
1135.000
0.000
71
Rectangle
900.000
800.000
650.000
0.720
1.123
4190.000
0.000
72
Rectangle
900.000
800.000
650.000
0.720
1.123
6490.000
0.000
918
Rectangle
900.000
800.000
650.000
0.720
1.123
-6490.000
0.000
3.3 SECTION DATA Ft.Name / Sec.Name
F27 / S1
Ft.Name / Sec.Name
F28 / S1
Unit : mm
14390
Unit : mm
14390
12/17/2014
Calculation Sheet of Foundation
TA..
Index
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 19
Load Case Name
1
SW
2
Loadtype None Title Beban Angin Arah X
3
Dry Load
4
Operating Load
5
Hydrotest Load
6
Loadtype None Title Beban Angin Arah Z
7
Loadtype None Title Gempa Arah X
8
Loadtype None Title Gempa Arah Z
Unit( tonf , tonf-m )
Ft.Name
Pr.Name
3
6
Load Case
Fx
Fy
Fz
Mx
My
1
0.000
0.000
-1.123
0.000
0.000
2
0.923
0.002
0.045
0.008
1.721
3
-1.085
-0.369
-40.263
-0.243
-0.653
4
-1.090
-0.369
-43.106
-0.241
-0.652
5
-1.193
-0.419
-53.455
-0.436
-0.716
6
-0.062
-0.503
3.685
2.365
-0.202
7
-0.005
0.000
-0.007
0.000
0.009
8
-0.001
0.001
-0.010
-0.004
0.002
1
0.000
0.000
-1.123
0.000
0.000
2
0.952
0.000
0.696
-0.004
1.733
3
1.084
-0.357
-39.130
-0.222
0.691
4
1.079
-0.349
-42.465
-0.177
0.695
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70
F28
71
Project No. : DP ENGINEERING Client : -
Page 20
6
-0.077
-0.353
0.292
0.789
-0.193
7
-0.005
0.000
-0.008
0.000
0.009
8
-0.001
0.001
-0.002
-0.001
0.002
0.000
0.000
-168.966
0.000
0.000
1
0.000
0.000
-1.123
0.000
0.000
2
0.923
-0.002
0.045
-0.006
1.721
3
-0.925
0.350
-38.234
0.534
-0.543
4
-0.929
0.350
-41.078
0.532
-0.543
5
-1.030
0.401
-52.599
0.736
-0.587
6
0.061
-0.502
-3.677
2.358
0.200
7
-0.005
0.000
-0.007
0.000
0.009
8
-0.001
0.001
-0.010
-0.004
0.002
1
0.000
0.000
-1.123
0.000
0.000
2
0.952
0.000
0.679
0.002
1.733
3
0.917
0.341
-37.402
0.551
0.580
4
0.912
0.333
-40.754
0.506
0.584
5
0.988
0.395
-52.485
0.764
0.649
6
0.051
-0.655
-2.809
2.602
0.177
7
-0.005
0.000
-0.003
0.000
0.009
8
-0.001
0.001
-0.007
-0.004
0.002
1
0.000
0.000
-1.123
0.000
0.000
2
0.893
0.004
4.766
0.011
1.684
3
0.003
-0.083
-18.374
-1.028
0.020
4
-0.021
-0.141
-29.460
-1.945
0.006
5
0.011
-0.125
-36.857
-1.748
0.048
6
0 008
0 581
6 515
2 770
0 130
Footing SW
69
Project Na. : DESAIN PONDASI BOILER
12/17/2014
Calculation Sheet of Foundation
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 21
3.5 LOAD COMBINATION In Pier Top without Self Weight
In Footing Bottom
In Footing Bottom Center
with Pier Self Weight,
with Pier & Footing Self Weight & Soil Weight,
But without Footing Self Weight,
Case PileType in centroid of Pile Group Case NonPileType in centroid of Footing
3.5.1 Load Combination in Pier Top (Without SW) Group 1 - 1
Ft.Name
Unit( tonf , tonf-m )
Pr.Name
3
L.Comb.
SFx
S Fy
S Fz
S Mx
SMy
10
-1.712
-0.591
-70.291
-0.508
-1.020
8
-1.085
-0.369
-40.263
-0.243
-0.653
9
-1.712
-0.591
-70.296
-0.510
-1.020
11
-1.705
-0.591
-70.281
-0.508
-1.034
12
-1.016
-0.590
-70.255
-0.503
0.264
13
-1.755
-0.968
-67.525
1.265
-1.178
10
1.668
-0.577
-69.057
-0.516
1.076
8
1.084
-0.357
-39.130
-0.222
0.691
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Calculation Sheet of Foundation
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Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 22
Group 2 - 2
Ft.Name
Unit( tonf , tonf-m )
Pr.Name
69
70
F28
71
72
L.Comb.
SFx
S Fy
S Fz
S Mx
SMy
10
-1.470
0.563
-68.128
0.953
-0.841
8
-0.925
0.350
-38.234
0.534
-0.543
9
-1.470
0.563
-68.132
0.952
-0.840
11
-1.462
0.563
-68.117
0.953
-0.855
12
-0.774
0.562
-68.091
0.948
0.443
13
-1.420
0.187
-70.882
2.721
-0.697
10
1.425
0.552
-67.416
0.987
0.928
8
0.917
0.341
-37.402
0.551
0.580
9
1.425
0.552
-67.419
0.985
0.929
11
1.433
0.552
-67.411
0.987
0.915
12
2.143
0.552
-66.906
0.988
2.221
13
1.467
0.061
-69.522
2.938
1.054
10
0.008
-0.156
-41.449
-2.081
0.057
8
0.003
-0.083
-18.374
-1.028
0.020
9
0.007
-0.156
-41.458
-2.083
0.057
11
0.014
-0.156
-41.389
-2.081
0.045
12
0.680
-0.153
-37.849
-2.074
1.314
13
0.016
-0.592
-46.309
-0.005
0.148
10
0.108
-0.111
-41.834
-1.899
0.128
8
0.072
-0.056
-15.834
-0.954
0.064
9
0.108
-0.111
-41.842
-1.901
0.129
11
0.114
-0.111
-41.744
-1.899
0.116
12
0.709
-0.109
-46.982
-1.939
1.339
12/17/2014
Calculation Sheet of Foundation
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9
12
913
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 23
10
-0.010
0.169
-40.945
1.742
0.016
8
-0.004
0.090
-18.807
0.821
0.009
9
-0.010
0.169
-40.954
1.739
0.016
11
-0.004
0.169
-40.881
1.742
0.016
12
0.663
0.166
-37.377
1.739
2.753
13
-0.013
-0.264
-35.930
4.817
-0.094
10
0.108
0.115
-42.104
1.662
0.357
8
0.074
0.058
-16.671
0.818
0.231
9
0.108
0.115
-42.113
1.658
0.357
11
0.114
0.115
-42.015
1.663
0.358
12
0.709
0.114
-47.234
1.702
2.890
13
0.155
-0.229
-35.137
4.068
0.401
10
-0.163
0.004
0.931
-0.128
-0.428
8
-0.087
0.009
1.439
-0.016
-0.230
9
-0.163
0.004
0.930
-0.130
-0.428
11
-0.155
0.004
0.943
-0.128
-0.425
12
0.525
0.004
2.072
-0.149
2.337
13
-0.217
-0.261
1.156
1.045
-0.698
Group 2 - 2
Ft.Name
Unit( tonf , tonf-m )
Pr.Name
F28
69
L.Comb.
SFx
S Fy
S Fz
S Mx
SMy
10
-1.470
0.563
-68.970
-0.285
-4.075
8
-0.925
0.350
-39.357
-0.236
-2.578
9
-1.470
0.563
-68.975
-0.288
-4.075
11
-1.462
0.563
-68.960
-0.285
-4.072
12
0 774
0 562
68 933
0 288
1 260
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Calculation Sheet of Foundation
TA..
13
-0.099
-0.262
Project No. : DP ENGINEERING Client : -
Page 24
0.001
1.319
-0.129
3.5.3 Load Combination in Footing Bottom Center (With Pier & Footing SW) Load Combination of Elastic Condition p :
PileType
Group 1 - 1 - C.G. of Load is coordinate from left bottom. Unit : mm
Ft.Name
F27 p
L.Comb.
SFx
Unit( tonf , tonf-m )
S Fy
S Fz
SMx
S My
C.G. of Loads
10
-0.108
-0.882
-349.875
4.822
67.874
7753.5 , 1450.0
8
-0.018
-0.569
-284.645
2.756
-61.855
7409.2 , 1450.0
9
-0.110
-0.879
-349.902
4.808
67.934
7753.6 , 1450.0
Group 2 - 2 - C.G. of Load is coordinate from left bottom. Unit : mm
Ft.Name
F28 p
L.Comb.
SFx
S Fy
PileType
Group 1 - 1
S Fz
SMx
S My
C.G. of Loads
10
-0.088
0.849
-348.726
-3.765
80.668
7786.2 , 1450.0
8
-0.021
0.546
-282.351
-2.092
-52.367
7441.0 , 1450.0
9
-0.090
0.851
-348.753
-3.779
80.727
7786.4 , 1450.0
Load Combination of Ultimate Condition p :
Unit( tonf , tonf-m )
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
Page 25
4. CHECK OF STABILITY 4.1 CHECK OF PILE REACTION (Bi-Axial) 4.1.1 Formula if footing is checked in Buoyancy Fz means Fz - Fb Fz My X Mx Y a. Vertical - Bi Axial : R = 2 2 Np Xi Yi - Ru = Rmax - Uf = Min[ 0 , Rmin ] - Ru < Va => OK 2 2 ( Hxi + Hyi ) b. Horizontal - Hmax = < Ha => OK Np c. Uplift - Uf < Ua => OK Ver. / Uf. = Vertical / Uplift
4.1.2 Check of Vertical & Uplift Reaction Group 1 - 1 2
2
2
2
Ft.Name
Np(EA)
Fl (mm)
Fw (mm)
SXi (m )
S Yi (m )
F27
14
14390
2900
292.52
6.81
Unit( tonf )
Ft.Name
L.Comb.
Pile
R Max
R Min
Ru
Uf
Ra
Ua
Result
F27
9
BOILER R2
27.042
22.781
27.042
0
81.49
20.59
OK
Group 2 - 2
12/17/2014
Calculation Sheet of Foundation
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 26
5. DESIGN OF FOOTING 5.1 DESIGN MOMENT AND SHEAR FORCE Footing design is in accordance with unltimate strength met hod at footing bottom. Calculated total pier load as Q = Fz - 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 Group 1 - 1
Unit( mm , tonf , tonf-m )
Ft.Name Sec.Nam
Dir.
F27 p S1
S1
X
Y
L.Comb.
Fl or Fw
Sl or Sw
SFz
SM
SQ
11
14390.00
2900.00
222.971
121.93
222.971
12
14390.00
2900.00
223.012
161.67
223.012
13
14390.00
2900.00
206.060
74.08
206.060
11
2900.00
14390.00
222.971
4.823
222.971
12
2900.00
14390.00
223.012
4.835
223.012
13
2900.00
14390.00
206.060
17.150
206.060
Group 2 - 2
Unit( mm , tonf , tonf-m )
Ft.Name Sec.Nam
Dir.
F28 p S1
X
L.Comb.
Fl or Fw
Sl or Sw
SFz
SM
SQ
11
14390.00
2900.00
221.825
134.74
221.825
12
14390.00
2900.00
221.863
174.46
221.863
12/17/2014
Calculation Sheet of Foundation
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
5.2 REQUIRED REINFORCEMENT 5.2.1 Reinforcement Formula - Shrinkage And Temperature Reinforcement As
As1 = fac b h
---- ACI CODE 7.12.2
, 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
0.0018 60,000 strain of 0.35 percent is used ....................................................................................................... f y
- Required Reinforcement by Analysis As
As2 = .req b d
- At every section of flexural members where tensile reinforcement is required 3 f ck 200 As (As5 = bw d) (As4 = b d) ---- ACI Eq (10-3) f y f y - 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 .req b d Asmax = 0.75 b =
0.85
1
b
bd
f ck f y
0.003 Es 0.003 Es + f y
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
Page 27
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
Page 28
- Y direction (Unit Width)
Sec.Name S1
L.Comb.
d (cm)
As (cm )
7.69 - 22M @ 130
1.450
1.000
146.700
29.232
13
botom
7.69 - 22M @ 130
1.050
1.000
136.700
29.232
L.Comb.
Mu (tonf-m)
Rn
r.Req
13
top
-
-
-
13
bottom
2.480
0.147
0.0000
2
L.Comb.
2
2
2
2
2
As1(cm )
As2(cm )
As3(cm )
As4(cm )
As5(cm )
Asmax(cm )
13
top
13.950
-
-
52.892
51.826
370.596
13
bottom
13.950
0.517
0.689
49.287
48.293
345.334
Sec.Name S1
Width b (m)
top
Sec.Name S1
Loc. (m)
13
Sec.Name S1
2
Using Bar (mm)
2
L.Comb.
2
Using As(cm )
Select As(cm )
Result
13
top
29.232
13.950
OK
13
bottom
29.232
13.950
OK
Group 2 - 2 Footing Name : F28
GroupType : Mat_Foundation
- X direction (Unit Width)
Sec.Name S1
L.Comb.
2
Using Bar (mm)
Loc. (m)
Width b (m)
d (cm)
As (cm )
13
top
7.69 - 22M @ 130
6.130
1.000
148.900
29.232
13
botom
7.69 - 22M @ 130
8.780
1.000
138.900
29.232
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Sec.Name S1
2
Client : -
2
2
Page 29 2
2
As1(cm )
As2(cm )
As3(cm )
As4(cm )
As5(cm )
Asmax(cm )
13
top
13.950
-
-
52.892
51.826
370.596
13
bottom
13.950
0.557
0.742
49.287
48.293
345.334
Sec.Name S1
2
L.Comb.
Project No. : DP ENGINEERING
2
L.Comb.
2
Using As(cm )
Select As(cm )
Result
13
top
29.232
13.950
OK
13
bottom
29.232
13.950
OK
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. - Vc = 0.75 2
f ck B'w d
(eq 11-3)
- Vu <= f Vc , then OK!!
5.3.2 Check of One-Way Shear Group 1 - 1 Footing Name : F27
GroupType : Mat_Foundation Unit : mm
14390
PileType : True
12/17/2014
Calculation Sheet of Foundation
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 30
Group 2 - 2 Footing Name : F28
GroupType : Mat_Foundation
PileType : True
Unit : mm
14390 0 0 9 2
918
69
70
71
72
6491
- X direction One-Way Shear (Unit Width)
Sec.Name L.Comb. S1
13
Loc. (mm)
d (mm)
Bw (mm)
fVc (tonf)
Vu (tonf)
Result
6491
1389
1000
95.685
3.818
OK
d (mm)
Bw (mm)
fVc (tonf)
Vu (tonf)
Result
- Y direction One-Way Shear (Unit Width)
Sec.Name L.Comb.
Loc. (mm)
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
Page 31
5.4 TWO WAY SHEAR FORCE 5.4.1 Two-Way Shear Formula Vu = Fz Shade Ratio
(a)
Vc1 = 0.75 2 (1 + 2/ c)
(b)
Vc2 = 0.75 2 (1 +
(c)
Vc3 = 0.75 4
s d
f ck bo d / 2 bo)
f ck bo d (eq 11-34)
f ck bo d
Vc = Min( Vc1 , Vc2 , Vc3) Vu
(eq 11-33) (eq 11-35)
<- Vc1 <- Vc2
<- Vc3
ACI 318-05 CODE 11.12.2.1
f Vc , then OK
where = ratio of long side to short side of the column, concentrated load or reaction area s =
40 for interior colimns
= 30 for edge columns = 20 for corner columns bo = perimeter of critical section Footing Area - Punching Area Shade Ratio = Footing Area
5.4.2 Check of Two-WayShear Ft.Name Pr.Name Shape
F27 Punching Area 3 Pile effect
2
50106.210 cm
12 / 14
Rectangle f Vc1
2380.445 tonf
11 f Vc2
3515.105 tonf
14390
L.Comb.
12/17/2014
Calculation Sheet of Foundation
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 32
5.5 PILE PUNCHING SHEAR FORCE 5.5.1 Pile Punching Shear Formula Vu = Fz Shade Ratio
(a)
Vc1 = 0.75 2 (1 + 2/ c)
(b)
Vc2 = 0.75 2 (1 +
(c)
Vc3 = 0.75 4
f ck bo d
d / 2 b o)
f ck bo d
(eq 11-35)
Vc = Min( Vc1 , Vc2 , Vc3) Vu
(eq 11-33)
f ck bo d (eq 11-34)
s
<- Vc1 <- Vc2
<- Vc3
ACI 318-05 CODE 11.12.2.1
f Vc , then OK
where = ratio of long side to short side of the column, concentrated load or reaction area s
= 40 for interior colimns = 30 for edge columns = 20 for corner columns
b o = perimeter of critical section Footing Area - Punching Area Shade Ratio = Footing Area
5.5.2 Check of Pile Punching Shear Ft.Name Pile No. Shape
F27 Punching Area 1 b c / as
2
17937.460 cm
1 / 20
Circle f Vc1
736.320 tonf
12 f Vc2
1574.513 tonf
BOILER R2 f Vc3
490.880 tonf
14390
L.Comb. 0 0 9 2
14
12
13
11
10 9
8 7
6
5 4
3
2 1
PileName Diameter
400mm f Vc
490.880 tonf
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Foundation
TA..
Project No. : DP ENGINEERING Client : -
Page 1
SUMMARY REPORT FOR FOUNDATION DESIGN Project Information Project Name
DESAIN PONDASI BOILER TAHAN GEMPA
Structure Name
DESAIN BOILER TAHAN GEMPA
1. Check of Pile Reaction (Bi-Axial) 1.1 Check of Vertical
Ft.Name
F27
F28
(Unit : tonf)
# L/C
Pile
Ru
Uf
Ra
Ua
Result
10
BOILER R2
27.041
0
81.49
20.59
OK
8
BOILER R2
22.15
0
81.49
20.59
OK
9
BOILER R2
27.042
0
81.49
20.59
OK
10
BOILER R2
27.107
0
81.49
20.59
OK
8
BOILER R2
21.678
0
81.49
20.59
OK
9
BOILER R2
27.112
0
81.49
20.59
OK
1.2 Check of Horizontal
Ft.Name
F27
(Unit : tonf)
# L/C
Pile
H Max
Ha
Result
10
BOILER R2
0.1
5.17
OK
8
BOILER R2
0
5.17
OK
9
BOILER R2
0.1
5.17
OK
10
BOILER R2
0.1
5.17
OK
12/17/2014
Calculation Sheet of Foundation
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
2.2 Check of One Way Shear Ft.Name
Sec.Nam
S1 (X) F27 S1 (Y)
S1 (X) F28 S1 (Y)
(Unit : tonf)
# L/C
fVc
Vu
Result
11
95.69
3.63
OK
12
95.69
3.58
OK
13
95.69
3.41
OK
11
94.17
0.00
OK
12
94.17
0.00
OK
13
94.17
0.00
OK
11
95.69
3.60
OK
12
95.69
3.54
OK
13
95.69
3.82
OK
11
94.17
0.00
OK
12
94.17
0.00
OK
13
94.17
0.00
OK
2.3 Check of Two Way Shear Ft.Name
F27
Page 2
(Unit : tonf)
# L/C
Ct. Pr.Name
fVc
Vu
Result
11
3
1713.920
60.963
OK
12
3
1713.920
60.940
OK
13
3
1713.920
58.600
OK
11
69
1713.920
59.108
OK
12/17/2014
COLUMN CALCULATION SHEET
One-Stop Solution for Column
TITLE
DESCRIPTION
PROJECT/JOB NO.
DP ENGINEERING
PROJECT/JOB NAME
DESAIN PONDASI BOILER TAHAN GEMPA
12/17/2014
Calculation Sheet of Pier
TA..
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
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 1
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
Page 2
1. INPUT DATA 1.1 General Design Code
American Concrete Institute (ACI 318) [Metric]
Input Unit
Output Unit
MKS
f Bending
f Axial
0.9
fck
0.9
fy (10M ~ 16M) 2
300 kgf/cm
f Sprial reinf.
2
2400 kgf/cm
MKS
f Tied reinf.
0.7
fy (19M ~) 2
3900 kgf/cm
f Shear
0.65
Ec
Es 2
235000 kgf/cm
2
2000000 kgf/cm
0.75
Steel Db
Cover
ASTM A615 (M)
50 mm
1.2 Pier Data 900
0 0 8
Main Bar Bar Check
50
Pier Name
3
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
Width
800 mm
Fck
300 kgf/cm
Length
900 mm
fy
3900 kgf/cm
Height
650 mm
Using As
45.62 cm
dx
829 mm
dy
729 mm
2
2
2
4-4-12 , Area = 45.616cm , Amin (1%) = 72cm , Amax (2%) = 144cm Reinforcrment Area is too small
2
2
2
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
900
50
0 0 8
Main Bar Bar Check 900
Bar Check 900
Client : -
Page 3
Pier Name
12
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
Width
800 mm
Fck
300 kgf/cm
Length
900 mm
fy
3900 kgf/cm
Height
650 mm
Using As
45.62 cm
dx
829 mm
dy
729 mm
2
2
2
2
2
2
4-4-12 , Area = 45.616cm , Amin (1%) = 72cm , Amax (2%) = 144cm Reinforcrment Area is too small
50
0 0 8
Main Bar
Project No. : DP ENGINEERING
Pier Name
913
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
Width
800 mm
Fck
300 kgf/cm
Length
900 mm
fy
3900 kgf/cm
Height
650 mm
Using As
45.62 cm
dx
829 mm
dy
729 mm
2
2
2
2
2
2
4-4-12 , Area = 45.616cm , Amin (1%) = 72cm , Amax (2%) = 144cm Reinforcrment Area is too small
50
Pier Name
69
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
900
50
0 0 8
Main Bar Bar Check 900
Bar Check 900
Client : -
Page 4
Pier Name
71
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
Width
800 mm
Fck
300 kgf/cm
Length
900 mm
fy
3900 kgf/cm
Height
650 mm
Using As
45.62 cm
dx
829 mm
dy
729 mm
2
2
2
2
2
2
4-4-12 , Area = 45.616cm , Amin (1%) = 72cm , Amax (2%) = 144cm Reinforcrment Area is too small
50
0 0 8
Main Bar
Project No. : DP ENGINEERING
Pier Name
72
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
Width
800 mm
Fck
300 kgf/cm
Length
900 mm
fy
3900 kgf/cm
Height
650 mm
Using As
45.62 cm
dx
829 mm
dy
729 mm
2
2
2
2
2
2
4-4-12 , Area = 45.616cm , Amin (1%) = 72cm , Amax (2%) = 144cm Reinforcrment Area is too small
50
Pier Name
918
Ver Bar
22M, 4 4 EA
Pier Shape
Rectangle
Tie Bar
10M @ 100 mm
12/17/2014
Calculation Sheet of Pier
TA..
9
12
913
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 5
Operating Load
1.079
-0.349
-42.465
-0.177
0.695
Hydrotest Load Loadtype None Title
1.145
-0.412
-52.945
-0.467
0.735
-0.051
-0.652
2.824
2.663
-0.176
Loadtype None Title
-0.005
0
-0.003
0
0.009
Loadtype None Title
-0.001
0.001
-0.007
-0.004
0.002
SW Loadtype None Title
0
0
-1.123
0
0
0.893
-0.004
4.72
-0.011
1.685
Dry Load
-0.004
0.09
-17.684
1.019
0.018
Operating Load
-0.028
0.148
-28.634
1.937
0.005
Hydrotest Load Loadtype None Title
-0.005
0.135
-35.749
1.797
0.023
-0.008
-0.577
6.649
2.832
-0.129
Loadtype None Title
-0.004
0
-0.043
0
0.009
Loadtype None Title
-0.001
0.001
-0.019
-0.005
0.002
SW Loadtype None Title
0
0
-1.123
0
0
0.797
-0.001
-6.893
0.053
1.623
Dry Load
0.074
0.058
-15.548
0.946
0.068
Operating Load
0.108
0.107
-26.249
1.821
0.094
Hydrotest Load Loadtype None Title
0.074
0.095
-39.414
1.605
0.083
0.058
-0.458
9.236
2.202
-0.069
Loadtype None Title
-0.004
0
-0.059
-0.001
0.008
Loadtype None Title
-0.001
0.001
-0.02
-0.005
0.002
SW Loadtype None Title
0
0
-1.123
0
0
0.912
0
1.514
-0.027
1.678
Dry Load
-0.087
0.009
2.562
0.004
-0.039
Operating Load
-0.093
0.009
2.445
0.001
-0.039
0 125
0 004
0 19
0 165
0 063
H d t
tL
d
12/17/2014
Calculation Sheet of Pier
TA..
72
918
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 6
Loadtype None Title
0.008
-0.581
-6.515
2.77
0.13
Loadtype None Title
-0.004
0
-0.04
0
0.008
Loadtype None Title
-0.001
0.001
-0.02
-0.005
0.002
SW Loadtype None Title
0
0
-1.123
0
0
0.797
0.002
-6.919
-0.052
1.623
Dry Load
0.072
-0.056
-15.834
-0.954
0.064
Operating Load
0.106
-0.105
-26.66
-1.828
0.09
Hydrotest Load Loadtype None Title
0.076
-0.092
-39.89
-1.579
0.099
-0.057
-0.462
-9.326
2.118
0.071
Loadtype None Title
-0.004
0
-0.06
0
0.008
Loadtype None Title
-0.001
0.001
-0.019
-0.005
0.002
SW Loadtype None Title
0
0
-1.123
0
0
0.912
0
1.513
0.027
1.678
Dry Load
-0.088
-0.006
2.075
0.006
-0.034
Operating Load
-0.094
-0.006
1.958
0.008
-0.035
Hydrotest Load Loadtype None Title
-0.12
0.008
-0.686
0.181
-0.039
0.076
-0.352
-0.264
0.802
0.191
Loadtype None Title
-0.005
0
-0.008
0
0.008
Loadtype None Title
-0.001
0.001
-0.002
-0.001
0.002
1.3.2 Load Combination List Group 1 - 1
Comb . ID 11
Load Combination for Reinforcement .75 SW + .75 Dry Load + .75 Hydrotest Load + -.75 Loadtype None Title G empa Arah X + -.225 Loadtype None Title Gempa Arah Z
12/17/2014
Calculation Sheet of Pier
TA..
12
913
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 7
13
-0.013
-0.264
-35.088
4.236
-0.066
11
0.114
0.115
-41.173
1.915
0.107
12
0.709
0.114
-46.391
1.953
1.331
13
0.155
-0.229
-34.295
3.565
0.062
11
-0.155
0.004
1.785
-0.121
-0.084
12
0.525
0.004
2.915
-0.141
1.182
13
-0.217
-0.261
1.998
0.471
-0.221
Group 2 - 2
P. Name
69
70
71
72
Unit( tonf , tonf-m )
LC#
S Fx
S Fy
S Fz
S Mx
S My
11
-1.462
0.563
-68.117
0.953
-0.855
12
-0.774
0.562
-68.091
0.948
0.443
13
-1.42
0.187
-70.882
2.721
-0.697
11
1.433
0.552
-67.411
0.987
0.915
12
2.143
0.552
-66.906
0.988
2.221
13
1.467
0.061
-69.522
2.938
1.054
11
0.014
-0.156
-41.389
-2.081
0.045
12
0.68
-0.153
-37.849
-2.074
1.314
13
0.016
-0.592
-46.309
-0.005
0.148
11
0.114
-0.111
-41.744
-1.899
0.116
12
0.709
-0.109
-46.982
-1.939
1.339
13
0 068
0 458
48 787
0 311
0 176
12/17/2014
Calculation Sheet of Pier
TA..
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 8
12
0.525
0.004
-2.072
-0.138
0.71
13
-0.217
-0.261
-1.156
0.236
-0.026
Group 2 - 2
P. Name
69
70
71
72
918
Unit( tonf , tonf-m )
LC#
S Fx
S Fy
S Fz
S Mx
S My
11
-1.462
0.563
68.96
1.46
0.461
12
-0.774
0.562
68.933
1.454
1.14
13
-1.42
0.187
71.725
2.889
0.581
11
1.433
0.552
68.254
1.484
-0.375
12
2.143
0.552
67.748
1.485
0.293
13
1.467
0.061
70.364
2.992
-0.266
11
0.014
-0.156
42.231
-2.221
0.032
12
0.68
-0.153
38.691
-2.211
0.702
13
0.016
-0.592
47.152
-0.537
0.134
11
0.114
-0.111
42.586
-1.999
0.013
12
0.709
-0.109
47.825
-2.037
0.702
13
0.068
-0.458
49.63
-0.723
0.114
11
-0.152
0.001
-0.206
0.142
0.076
12
0.528
0.002
-1.334
0.162
0.729
13
-0.099
-0.262
-0.001
0.505
0.178
12/17/2014
Calculation Sheet of Pier
TA..
2. ONE-WAY SHEAR 2.1 FORMULA 1) Maximum Axial Load Strength - Po = 0.85 fck (Ag-Ast) + - Pnmax =
1
Po
(
1 =
f y Ast
Axial Strenth Resuction Factiors)
- Mnmax = The Value of diagram, When P is Pn. - Pumax = 2 =
2 Pnmax
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 with the first yield strain of
u =
0.003 simultaneously
s = f y/Es in the tension reinforcement.
The ratio of neutral axis depth cb is shown below Cb u = d u + y u =
0.003
fc = 0.85 f ck
3) Strength for Combined Flexure and Axial Load Maximum usable strain at extreme concrete compression fiber shall be assumed equal to u = 0.003 if c that is neutral axis is supposed,
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 9
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2 PM DIAGRAM & ANALYSIS 2.2.1 Pier Name : 3 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
Page 10
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.2 Pier Name : 6 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 11
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.3 Pier Name : 9 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
1974.527 tonf
Pn / fPn
1777.075 tonf / 1243.952 tonf
Mn / fMn
72.39 tonf-m / 50.67 tonf-m
Pb / fPb
866.406 tonf / 606.484 tonf
Mb / fM
222.01 tonf-m / 155.41 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
1974.527 tonf
Pn / fPn
1777.075 tonf / 1243.952 tonf
Mn / fMn
80.91 tonf-m / 50.67 tonf-m
Pb / fPb
880.903 tonf / 606.484 tonf
Pnmax 1500 Pnmax 1000 Balanced 500
Mx
0 50
100
150
200
250
(tonf , tonf-m )
P 2000 Pnmax 1500 Pnmax 1000
Page 12
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.4 Pier Name : 12 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 13
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.5 Pier Name : 913 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 14
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.6 Pier Name : 69 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 15
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.7 Pier Name : 70 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 16
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.8 Pier Name : 71 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 17
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.9 Pier Name : 72 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 18
12/17/2014 Project Na. : DESAIN PONDASI BOILER
Calculation Sheet of Pier
TA..
Project No. : DP ENGINEERING Client : -
2.2.10 Pier Name : 918 (tonf , tonf-m )
P 2000
Axis
X - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
73.25 tonf-m / 51.28 tonf-m
Pb / fPb
870.721 tonf / 609.505 tonf
Mb / fM
224.49 tonf-m / 157.15 tonf-m
c(Balanced)
441.82 mm
emin
39.24 mm
klu / rx
4.81
Slender
Neglect
Axis
Y - Axis (All comb.)
Po
2002.239 tonf
Pn / fPn
1802.015 tonf / 1261.410 tonf
Mn / fMn
82.83 tonf-m / 51.28 tonf-m
Pb / fPb
880.903 tonf / 609.505 tonf
Pnmax
1500 Pnmax 1000
Balanced
500
Mx
0
50
100
200
250
(tonf , tonf-m )
P 2000
150
Pnmax
1500 Pnmax 1000
Page 19
12/17/2014
Calculation Sheet of Pier
TA..
12
913
69
70
71
72
918
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 20
11
1
1
2.02
1.77
60.33
53.05
OK
12
1
1
2.06
2
58.99
58.18
OK
13
1
1
3.36
1.48
65.39
29.35
OK
11
1
1
0.12
0.06
55.76
26.87
OK
12
1
1
0.14
0.71
12.4
63.97
OK
13
1
1
0.24
0.03
57.13
6.79
OK
11
1
1
2.71
2.91
59.79
65.35
OK
12
1
1
2.7
2.91
59.78
65.34
OK
13
1
1
2.89
3.03
61.67
64.08
OK
11
1
1
2.68
2.88
59.67
65.23
OK
12
1
1
2.66
2.86
59.59
65.14
OK
13
1
1
2.99
2.97
62.93
62.01
OK
11
1
1
2.22
1.78
61.85
49.08
OK
12
1
1
2.21
1.63
62.11
45.66
OK
13
1
1
1.85
1.99
56.21
61.49
OK
11
1
1
2
1.8
60
54.05
OK
12
1
1
2.04
2.02
59.09
58.28
OK
13
1
1
1.95
2.1
56.62
61.94
OK
11
1
1
0.14
0.08
55.68
29.57
OK
12
1
1
0.16
0.73
13.94
64.13
OK
13
1
1
0.51
0.18
56.85
19.41
OK
12/17/2014
Calculation Sheet of Pier
TA..
70
71
72
918
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 21
13
-148.29
1261.41
71.72
OK
11
-148.87
1261.41
68.25
OK
12
-148.95
1261.41
67.75
OK
13
-148.52
1261.41
70.36
OK
11
-153.15
1261.41
42.23
OK
12
-153.74
1261.41
38.69
OK
13
-152.34
1261.41
47.15
OK
11
-153.09
1261.41
42.59
OK
12
-152.23
1261.41
47.82
OK
13
-151.93
1261.41
49.63
OK
11
-160.11
1261.41
-0.21
OK
12
-160.11
1261.41
-1.33
OK
13
-160.11
1261.41
0
OK
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 f ck Bw d Av f y d - Vs = s
(eq 11-3) (eq 11-15)
12/17/2014
Calculation Sheet of Pier
TA..
Y
X 12 Y
X 913 Y
X 69 Y
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 22
11
45.197
35.159
180.79
0.169
OK
12
45.197
35.159
180.79
0.166
OK
13
45.197
35.159
180.79
0.264
OK
11
45.687
41.223
182.746
0.114
OK
12
45.687
41.223
182.746
0.709
OK
13
45.687
41.223
182.746
0.155
OK
11
45.197
46.878
180.79
0.115
OK
12
45.197
46.878
180.79
0.114
OK
13
45.197
46.878
180.79
0.229
OK
11
45.687
41.223
182.746
0.155
OK
12
45.687
41.223
182.746
0.525
OK
13
45.687
41.223
182.746
0.217
OK
11
45.197
46.878
180.79
0.004
OK
12
45.197
46.878
180.79
0.004
OK
13
45.197
46.878
180.79
0.261
OK
11
45.687
41.223
182.746
1.462
OK
12
45.687
41.223
182.746
0.774
OK
13
45.687
41.223
182.746
1.42
OK
11
45.197
46.878
180.79
0.563
OK
12
45.197
46.878
180.79
0.562
OK
13
45.197
46.878
180.79
0.187
OK
12/17/2014
Calculation Sheet of Pier
TA..
X
Y
Project Na. : DESAIN PONDASI BOILER Project No. : DP ENGINEERING Client : -
Page 23
13
45.687
41.223
182.746
0.099
OK
11
45.197
46.878
180.79
0.001
OK
12
45.197
46.878
180.79
0.002
OK
13
45.197
46.878
180.79
0.262
OK
Penjelasan Ringkas Nama Alamat Alamat Email No Hp Keahlian Pin BB
: Dapi Syamsudin, ST : Jakarta :
[email protected] : 082226288077/085878353335 : Senior Design Structure Engineer : 75a1f324
Saya berpengalaman di bidang desain konstruksi bangunan sipil, dan juga menerima layanan konsultasi proyek pembangunan konstruksi sipil. Baik desain rumah , Apartemen, Hotel, kantor , bangunan tingkat tinggi, Bangunan Power plan dll, dan saya berkomitmen dan bertanggung jawab atas proyekproyek yang saya desain
Desain Boiler 40 tph
Kami berpengalaman dalam bidang Desain –desain bangunan PLTU tahan gempa Terutama Boiler,
Berpengalaman mendesain power house tahan gempa. Dari PLTU 2x3 MW s/d PLTU 2x30 MW
DESAIN PLTU TAHAN GEMPA
Apabila anda membutuhkan jasa desain kami, baik itu desain PLTU atau bangunan-bangunan sipil lainnya, maka silahkan hubungi kami, by email atau by Phone, Konsep desain kami sesuain dengan peraturan SNI yang berlaku
Lingkup pekerjaan Desain Struktur Lingkup Pekerjaan diantaranya : 1. Jasa Desain Struktur Atas baik struktur baja atau struktur beton, dengan bantuan program STAADPro, ETABS v9.04, SAP 2000 2. Jasa Desain Struktur Bawah (Pondasi), dengan bantuan program AFES 3.0 3. Pembuatan Gambar struktur Atas dan Gambar struktur bawah ( Pondasi ) dengan bantuan program Autocad 2010 ( apabila dibutuhkan penggambaran kembali ) 4. Design Calculation
Desain Struktur Beton Bertulang Tahan Gempa
Lingkup kerja: -Desain struktur menggunakan sofware staadpro 2007, SAP 2000 atau ETAB - Perhitungan Gempa 2012 - Perhitungan Plat Lantai dan Plat Atap - Perhitungan Balok induk dan Balok Anak - Perhitungan Kolom - Perhitungan Hubungan Balok & kolom - Perhitungan Sloop
Desain Ruko 3 lt struktur baja tahan gempa Lingkup kerja: - Desain dengan Sofware ETAB - Perhitungan Gempa 2012 - Perhitungan Lantai - Perhitungan Balok - Perhitungan kolom - Perhitungan kekuatan Baut - Perhitungan Angkur - Perhitungan Sloop
Desain Gudang & WareHouse tahan gempa Lingkup Kerja : - Desa Desain in meng menggu guna naka kan n Sofw Sofwar are e Staadpro - Perhi erhitu tung ngan an Gem Gempa 201 2012 - Perhitungan Balok
-
Perhitungan kolom Perh Perhit itun unga gan n Joi Joint nt cone conect ctio ion n Perhitungan An Angkur Perhitungan la lantai Perhitungan sloop
Desain Hotel 6 lt l t sturuktur Baja tahan gempa
Lingkup kerja: - Desain dengan Sofware ETAB - Perhitungan Gempa 2012 - Perhitungan Lantai - Perhitungan Balok - Perhitungan kolom - Perhitungan kekuatan Baut - Perhitungan Angkur - Perhitungan Sloop
Freelance
Saya menawarkan diri sebagai team jika perusahaan bapak/ibu pimpinan membutuhkan atau kekurangan team engineer civil, saya siap membantu mengerjakan desain sipil, untuk masalah harga desain saya tawarkan dengan harga yang terbaik
