Download - MasterRC Pile Cap.pdf
-
7/27/2019 MasterRC Pile Cap.pdf
1/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 871
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 2
1150
2950
575
900 900 575
575
575
1500
80
8-T20-01@125-U-Bar B1
1 1
9-T20-02@100-U-Bar T1
22
14-T16-03@200-U-Bar B2 27-T20-04@100-U-Bar T2
5
5
5
5
5
5
5
5
15-T20-05-100-Side-L-Bars15-T20-05-100-Side-L-Bars
15-T20-05-100-Side-L-Bars15-T20-05-
100-Side-L-Bars
Summary of Design DataWorking vertical load per pile 1500kNPile dia., cap o/a depth, overhang: 600mm, 1500mm, 275mmPile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40
Concrete cover to reinforcement: Bottom: 80mm., sides and top: 70mm.Overall plan dimensions: Width (x-x): 2950mm. Length (y-y): 1150mm.
Calculations:No. of piles 1922/1500 2Load per pile (service) (800 + 1000 + 122 )/2 961kN OK Load per pile (Ultimate) ((800+122.1)1.40 + (10001.60))/2 = 2890/2 1445kNLoad per pile (Ultimate Net) (8001.40 + 10001.60)/2 = 2720/2 1360kNMyy = Fp(L-a/2) 1445.0(0.900 - 0.300/2) 1084.0 kN.mMyy sw = 1.4024BDla/2 1.40241.1501.5001.325/2 51.0 kN.m
Myy res= Myy - Myy sw 1084.0 - 51.0 1033.0 kN.mY-Y Axis: Layer B1
Reinf% = 100As/BD As = 8T20@125 = 2512 => 1002512/(11501500) 0.15%Asreq = fn(M/(Bd), fcu, fy) 1033.0/(11501410.0) = 0.45, 40, 460 2242 mm OK Shear on Y-Y plane [3.11.4.4] L=1150, d=1410, Av=570, AsXX=0, AsYY=2512
Vu = 0.891 N/mm,Vc = enh 2.124 N/mm 0.42 OK
-
7/27/2019 MasterRC Pile Cap.pdf
2/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 872
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 3
2099
1349
2300
750
400
750 750 400
400
433
866
400
1400
75
4-T25-01@200-U-Bar B1
1 1
7-T20-02@200-U-Bar B1(a-g)
4-T16-03@200-U-Bar T1
33
7-T16-04@200-U-Bar B1(a-g)
4-T25-05@200-U-Bar B2
4-T20-06@200-U-Bar B1(a-d)
4-T20-06@200-U-Bar B1(a-d)
4-T16-07@200-U-Bar T2
4-T16-
08@200-U-Bar T2(a-d)
4-T16-08@200-U-Bar T2(a-d)
9
9
9
9
10
10
8-T16-09-200-Side-Bars8-T16-09-200-Side-Bars
8-T16-10-200-Side-Bars
Summary of Design DataWorking vertical load per pile 1020kNPile dia., cap o/a depth, overhang: 500mm, 1400mm, 150mmPile spacing, centre to centre: 3.00 dia. (1500mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 30Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.
Overall plan dimensions: Width (x-x): 2300mm. Length (y-y): 2099mm.
Calculations:No. of piles 2403/1020 3Load per pile (service) (1000 + 1276 + 128 )/3 801kN OK Load per pile (Ultimate) ((1000+128.2)1.40 + (12761.60))/3 = 3621/3 1207kNLoad per pile (Ultimate Net) (10001.40 + 12761.60)/3 = 3441/3 1147kN
-
7/27/2019 MasterRC Pile Cap.pdf
3/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 873
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 4
3300
3300
450
1200 1200 450
450
1200
1200
450
1400
75
15-T25-01@200-U-Bar B1
1 1
20-T20-02@150-U-Bar T1
22
15-T25-03@200-U-Bar B2 20-T20-
04@150-U-Bar T2
5
5
5
5
5
5
5
5
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
Summary of Design DataWorking vertical load per pile 900kNPile dia., cap o/a depth, overhang: 600mm, 1400mm, 150mmPile spacing, centre to centre: 4.00 dia. (2400mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 3300mm. Length (y-y): 3300mm.
Calculations:No. of piles 3164/900 4Load per pile (service) (800 + 2000 + 366 )/4 791kN OK Load per pile (Ultimate) ((800+365.9)1.40 + (20001.60))/4 = 4832/4 1208kNLoad per pile (Ultimate Net) (8001.40 + 20001.60)/4 = 4320/4 1080kN
Pile Cap Design MomentsM = 2Fp(L-b/2) 21208 0(1 200 - 0 300/2) 2537 0 kN m
-
7/27/2019 MasterRC Pile Cap.pdf
4/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 874
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 5
3446
3446
450 1273 1273 450
450
1273
1273
450
1400
75
13-T25-01@250-U-Bar B1
1 1
21-T20-02@150-U-Bar T1
22
13-T25-03@250-U-Bar B2 21-T20-04@150-U-Bar T2
5
5
5
5
5
5
5
5
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
Summary of Design DataWorking vertical load per pile 800kNPile dia., cap o/a depth, overhang: 600mm, 1400mm, 150mmPile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 3446mm. Length (y-y): 3446mm.
Calculations:No. of piles 3550/800 5Load per pile (service) (1150 + 2000 + 399 )/5 710kN OK Load per pile (Ultimate) ((1150+399.)1.40 + (20001.60))/5 = 5370/5 1074kNLoad per pile (Ultimate Net) (11501.40 + 20001.60)/5 = 4810/5 962kN
Y-Y Axis: Layer B1Reinf% = 100As/BD As = 13T25@250 = 6383 => 1006383/(34461400) 0.13%
-
7/27/2019 MasterRC Pile Cap.pdf
5/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 875
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 6
2700
4500
450 1800 1800 450
450
900
900
450
1400
75
11-T25-01@225-U-Bar B1
1 1
16-T20-02@150-U-Bar T1
22
19-T25-03@225-U-Bar B2 28-T20-04@150-U-Bar T2
5
5
5
5
5
5
5
5
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
Summary of Design DataWorking vertical load per pile 700kNPile dia., cap o/a depth, overhang: 600mm, 1400mm, 150mmPile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)
Concrete grade: 40Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 4500mm. Length (y-y): 2700mm.
Calculations:No. of piles 3558/700 6Load per pile (service) (1150 + 2000 + 408 )/6 593kN OK Load per pile (Ultimate) ((1150+408.2)1.40 + (20001.60))/6 = 5382/6 897kNLoad per pile (Ultimate Net) (11501.40 + 20001.60)/6 = 4812/6 802kN
Pile Cap Design Moments
Mxx = 3Fp(L-b/2) 3897.0(0.900 - 0.300/2) 2018.0 kN.mMxx sw = 1.4024BDla/2 1.40244.5001.4001.200/2 152.0 kN.mMxx res= Mxx - Mxx sw 2018.0 - 152.0 1866.0 kN.mMyy = 2Fp(L-a/2) 2897.0(1.800 - 0.300/2) 2960.0 kN.mMyy sw = 1.4024BDla/2 1.40242.7001.4002.100/2 280.0 kN.mMyy res= Myy - Myy sw 2960.0 - 280.0 2680.0 kN.m
Y-Y Axis: Layer B1i f% 100A / A 11 2 @22 401 100 401/(2 00 1400) 0 14%
-
7/27/2019 MasterRC Pile Cap.pdf
6/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 876
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 7
4018
2009
4640
1160
520 900 900 900 900 520
450
1559
1559
450
1400
75
11-T25-02@200-U-Bar B1(a-,)
11-T25-02@200-U-Bar B1(a-,)
2 2
11-T16-04@200-U-Bar T1(a-,)
11-T16-04@200-U-Bar T1(a-,)
44
12-T25-05@200-U-Bar B2
5-T25-06@200-U-Bar B1(a-e)
5-T25-06@200-U-Bar B1(a-e)
12-T16-07@200-U-Bar T2
5-T16-08@200-U-Bar T2(a-e)
5-T16-08@200-U-Bar T2(a-e)
9 9
9
9 9
9
10-T20-09-150-Side-Bars10-T20-09-150-Side-Bars
10-T20-09-150-Side-Bars
Summary of Design DataWorking vertical load per pile 650kNPile dia., cap o/a depth, overhang: 600mm, 1400mm, 150mmPile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 4639mm. Length (y-y): 4018mm.
Calculations:
No. of piles 4172/650 7Load per pile (service) (1450 + 2250 + 470 )/7 596kN OK Load per pile (Ultimate) ((1450+469.7)1.40 + (22501.60))/7 = 6286/7 898kNLoad per pile (Ultimate Net) (14501.40 + 22501.60)/7 = 5628/7 804kN
Pile Cap Design MomentsMxx = 2Fp(L-b/2) 2898.0(1.559 - 0.300/2) 2530.0 kN.mMxx sw = 1.4024BDla/2 1.40242.3201.4001.859/2 188.0 kN.mM res= M - M sw 2530 0 - 188 0 2342 0 kN m
-
7/27/2019 MasterRC Pile Cap.pdf
7/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 877
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 8
4018
4500
450 900 900 900 900 450
450
1559
1559
450
1400
75
17-T25-01@225-U-Bar B1
1 1
25-T20-02@150-U-Bar T1
22
19-T25-03@225-U-Bar B2 28-T20-04@150-U-Bar T2
5
5
5
5
5
5
5
5
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
Summary of Design Data
Working vertical load per pile 550kNPile dia., cap o/a depth, overhang: 600mm, 1400mm, 150mmPile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 4500mm. Length (y-y): 4018mm.
Calculations:No. of piles 4304/550 8
Load per pile (service) (1450 + 2250 + 608 )/8 538kN OK Load per pile (Ultimate) ((1450+607.5)1.40 + (22501.60))/8 = 6480/8 810kNLoad per pile (Ultimate Net) (14501.40 + 22501.60)/8 = 5632/8 704kN
Pile Cap Design MomentsMxx = 3Fp(L-b/2) 3810.0(1.559 - 0.300/2) 1529.0 kN.mMxx sw = 1.4024BDla/2 1.40244.5001.4001.859/2 366.0 kN.mMxx res= Mxx - Mxx sw 1529.0 - 366.0 1163.0 kN.mM = 2Fp(L a/2) + Fp(L/2 a/2) 2810 0(1 800 0 300/2) + 704 (1 800 /2 0 300/2) 3280 0 kN m
-
7/27/2019 MasterRC Pile Cap.pdf
8/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 878
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
MasterRC - Pile Cap Design
PileCap Reference 9
4500
4500
450 1800 1800 450
450
1800
1800
450
1400
75
19-T25-01@225-U-Bar B1
1 1
17-T20-02@250-U-Bar T1
22
19-T25-03@225-U-Bar B2 17-T20-04@250-U-Bar T2
5
5
5
5
5
5
5
5
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
Summary of Design DataWorking vertical load per pile 500kNPile dia., cap o/a depth, overhang: 600mm, 1400mm, 150mmPile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40Concrete cover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 4500mm. Length (y-y): 4500mm.
Calculations:No. of piles 4383/500 9Load per pile (service) (1450 + 2250 + 680 )/9 487kN OK Load per pile (Ultimate) ((1450+680.4)1.40 + (22501.60))/9 = 6579/9 731kNLoad per pile (Ultimate Net) (14501.40 + 22501.60)/9 = 5634/9 626kN
Pile Cap Design MomentsMxx = 3Fp(L-b/2) 3731.0(1.800 - 0.300/2) 3618.0 kN.mMxx sw = 1.4024BDla/2 1.40244.5001.4002.100/2 467.0 kN.mMxx res= Mxx - Mxx sw 3618.0 - 467.0 3151.0 kN.m
-
7/27/2019 MasterRC Pile Cap.pdf
9/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 879, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 2
1150
2950
575 900 900 575
575
575
1500
80
8-T20-01@125-U-Bar B1
1 1
9-T20-01@100-U-Bar T1
11
14-T16-02@200-U-Bar B2 27-T20-03@100-U-Bar T2
4
4
4
4
4
4
4
4
15-T20-04-100-Side-L-Bars15-T20-04-100-Side-L-Bars
15-T20-04-100-Side-L-Bars15-T20-04-100-Side-L-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
10/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 880, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 3
2099
1349
2300
750
400 750 750 400
400
433
866
400
1400
75
4-T25-05@200-U-Bar B1
5 5
7-T20-06@200-U-Bar B1(a-g)
4-T16-07@200-U-Bar T1
77
7-T16-03@200-U-Bar B1(a-g)
4-T25-08@200-U-Bar B2
4-T20-09@200-U-Bar B1(a-d)
4-T20-09@200-U-Bar B1(a-d)
4-T16-10@200-U-Bar T2
4-T16-11@200-U-Bar T2(a-d)
4-T16-11@200-U-Bar T2(a-d)
12
12
12
12
13
13
8-T16-12-200-Side-Bars8-T16-12-200-Side-Bars
8-T16-13-200-Side-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
11/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 881, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 4
3300
3300
450 1200 1200 450
450
1200
1200
450
1400
75
15-T25-14@200-U-Bar B1
14 14
20-T20-15@150-U-Bar T1
1515
15-T25-16@200-U-Bar B220-T20-17@150-U-Bar T2
18
18
18
18
18
18
18
18
10-T20-18-150-Side-L-Bars10-T20-18-150-Side-L-Bars
10-T20-18-150-Side-L-Bars10-T20-18-150-Side-L-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
12/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 882, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 5
3446
3446
450 1273 1273 450
450
1273
1273
450
1400
75
13-T25-19@250-U-Bar B1
19 19
21-T20-20@150-U-Bar T1
2020
13-T25-21@250-U-Bar B221-T20-22@150-U-Bar T2
23
23
23
23
23
23
23
23
10-T20-23-150-Side-L-Bars10-T20-23-150-Side-L-Bars
10-T20-23-150-Side-L-Bars10-T20-23-150-Side-L-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
13/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 883, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 6
2700
4500
450 1800 1800 450
450
900
900
450
1400
75
11-T25-24@225-U-Bar B1
24 24
16-T20-25@150-U-Bar T1
2525
19-T25-26@225-U-Bar B2 28-T20-27@150-U-Bar T2
28
28
28
28
28
28
28
28
10-T20-28-150-Side-L-Bars10-T20-28-150-Side-L-Bars
10-T20-28-150-Side-L-Bars10-T20-28-150-Side-L-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
14/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 884, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 7
4018
2009
4640
1160
520 900 900 900 900 520
450
1559
1559
450
1400
75
11-T25-29@200-U-Bar B1(a-,)
11-T25-29@200-U-Bar B1(a-,)
29 29
11-T16-30@200-U-Bar T1(a-,)
11-T16-30@200-U-Bar T1(a-,)
3030
12-T25-31@200-U-Bar B2
5-T25-32@200-U-Bar B1(a-e)
5-T25-32@200-U-Bar B1(a-e)
12-T16-33@200-U-Bar T2
5-T16-34@200-U-Bar T2(a-e)
5-T16-34@200-U-Bar T2(a-e)
35 35
35
35 35
35
10-T20-35-150-Side-Bars10-T20-35-150-Side-Bars
10-T20-35-150-Side-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
15/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 885, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 8
4018
4500
450 900 900 900 900 450
450
1559
1559
450
1400
75
17-T25-24@225-U-Bar B1
24 24
25-T20-25@150-U-Bar T1
2525
19-T25-36@225-U-Bar B228-T20-37@150-U-Bar T2
38
38
38
38
38
38
38
38
10-T20-38-150-Side-L-Bars10-T20-38-150-Side-L-Bars
10-T20-38-150-Side-L-Bars10-T20-38-150-Side-L-Bars
-
7/27/2019 MasterRC Pile Cap.pdf
16/20
PileCap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 886, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
PileCap Reference 9
4500
4500
450 1800 1800 450
450
1800
1800
450
1400
75
19-T25-24@225-U-Bar B1
24 24
17-T20-25@250-U-Bar T1
2525
19-T25-39@225-U-Bar B217-T20-40@250-U-Bar T2
41
41
41
41
41
41
41
41
10-T20-41-150-Side-L-Bars10-T20-41-150-Side-L-Bars
10-T20-41-150-Side-L-Bars10-T20-41-150-Side-L-Bars
MasterRC : Scheduler - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
-
7/27/2019 MasterRC Pile Cap.pdf
17/20
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 887
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
Drawing no. Schedule Sheet Rev
0 1
Member Bar Type No. No.of Total Length Shape Bending Dimensions R mark and of bars no. of each code A B C D E/R e
size mbrs in bar+ veach mm mm mm mm mm mm
PileCap Reference 2
01 T20 1 17 17 5150 38 1250 2750
02 T16 1 14 14 3300 38 1215 950
03 T20 1 27 27 2100 38 625 950
04 T20 1 60 60 2625 37 1785
PileCap Reference 4
05 T25 1 15 15 4725 38 865 3140
06 T20 1 20 20 5300 38 1130 3140
07 T25 1 15 15 4650 38 820 3140
08 T20 1 20 20 5225 38 1085 3140
09 T20 1 40 40 3925 37 1980
PileCap Reference 5
10 T25 1 13 13 4875 38 865 3285
11 T20 1 21 21 5450 38 1130 3285
12 T25 1 13 13 4775 38 820 3285
13 T20 1 21 21 5375 38 1085 3285
14 T20 1 40 40 4075 37 2055
PileCap Reference 6
15 T25 1 11 11 5925 38 865 4340
16 T20 1 16 16 6500 38 1130 4340
MasterRC : Scheduler - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
-
7/27/2019 MasterRC Pile Cap.pdf
18/20
10000
MasterSeries User Company1 Circular Road
Newtownabbey
Co. Antrim, BT38 0RA
Tel: 028 9036 5950 Fax: 028 9036 5102
Job Ref
Sheet
Made by
Date
Checked
Approved
: Sample Output
: / 888
: I.G. Snounou
: 31 March 2003 / Ver. 2003.04
: A.T. White
:
Drawing no. Schedule Sheet Rev
0 2
Member Bar Type No. No.of Total Length Shape Bending Dimensions R mark and of bars no. of each code A B C D E/R e
size mbrs in bar+ veach mm mm mm mm mm mm
PileCap Reference 8 (continued)
22 T20 1 40 40 4875 37 2580
PileCap Reference 9
15 T25 1 19 19 5925 38 865 4340
16 T20 1 17 17 6500 38 1130 4340
23 T25 1 19 19 5850 38 820 4340
24 T20 1 17 17 6425 38 1085 4340
25 T20 1 40 40 5125 37 2580
END OF BAR LIST FOR THIS SCHEDULE
-
7/27/2019 MasterRC Pile Cap.pdf
19/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 889, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
MasterRC - Pile Cap Design
PileCap Reference 9
4500
4500
450 1800 1800 450
450
1800
1800
450
1400
75
19-T25-01@225-U-Bar B1
1 1
17-T20-02@250-U-Bar T1
22
19-T25-03@225-U-Bar B2 17-T20-04@250-U-Bar T2
5
5
5
5
5
5
5
5
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
10-T20-05-150-Side-L-Bars10-T20-05-150-Side-L-Bars
Summary of Design DataWorking vertical load per pile 500kNPile dia.,cap o/a depth, overhang: 600mm, 1400mm, 150mm
-
7/27/2019 MasterRC Pile Cap.pdf
20/20
MasterRC : Pile Cap - MasterRC Pile Cap Examples C:\MSPROGWD\MASTER\PileCap Examples 3
10000
MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT38 0RA Ref. : Sample Output, / 890, Date : 31/03/2003
Civil and Structural Computer Services Limited, 1 Circular Road, Newtownabbey, Co. Antrim BT37 0RA, Tel: 028 9036 5950 Fax: 028 9036 5102
Pile spacing, centre to centre: 3.00 dia. (1800mm)Column size: 300mm. (x-x) x 300mm. (y-y)Concrete grade: 40
Concretecover to reinforcement: Bottom: 75mm., sides and top: 50mm.Overall plan dimensions: Width (x-x): 4500mm. Length (y-y): 4500mm.
Calculations:No. of piles 4383/500 9Load per pile (service) (1450 + 2250 + 680 )/9 487kN OK Load per pile (Ultimate) ((1450+680.4)1.40 + (22501.60))/9 = 6579/9 731kNLoad per pile (Ultimate Net) (14501.40 + 22501.60)/9 = 5634/9 626kN
Pile Cap Design MomentsMxx = 3Fp(L-b/2) 3731.0(1.800 - 0.300/2) 3618.0 kN.m
Mxx sw = 1.4024BDla/2 1.40244.5001.4002.100/2 467.0 kN.mMxx res= Mxx - Mxx sw 3618.0 - 467.0 3151.0 kN.mMyy = 3Fp(L-a/2) 3731.0(1.800 - 0.300/2) 3618.0 kN.mMyy sw = 1.4024BDla/2 1.40244.5001.4002.100/2 467.0 kN.mMyy res= Myy - Myysw 3618.0 - 467.0 3151.0 kN.m
Y-Y Axis: Layer B1Reinf% = 100As/BD As = 19T25@225 = 9329 => 1009329/(45001400) 0.15%Asreq = fn(M/(Bd), fcu, fy) 3151.0/(45001312.0) = 0.41, 40, 460 8190 mm OK Shear on Y-Y plane [3.11.4.4] L=4500, d=1312, Av=1470, AsXX=0, AsYY=9329
Vu = 0.371 N/mm,Vc = enh 0.771 N/mm 0.48 OK
Shear on X-X plane [3.11.4.4] L=4500, d=1288, Av=1470, AsXX=9329, AsYY=0Vu = 0.378 N/mm,Vc = enh 0.762 N/mm 0.50 OK
Punching ShearColumn Head [3.11.4.5] L=1200, d=1312, Av=, AsXX=0, AsYY=0
Vu = 0.929 N/mm,Vc = enh 5.000 N/mm 0.19 OK Shear perimeter [3.11.4.5] L=9164, d=1300, Av=933, AsXX=6596, AsYY=6596
Vu = 0.552 N/mm,Vc = enh 0.887 N/mm 0.62 OK