Pile Cap Design Sheet F1.xlsx

CALCULATION SHEAT FOR DESIGN OF PILE CAP Project Name :Site Location :Submited To :Pile Cap Index No. :-

ITI BUILDING JABALPUR (M.P.) PIU PWD F1 KNOWN DATA

Pile Dia. No. of Pile Safe Load By Single Pile Combined Efficiency Spacing Between Two Pile Projection Grade Of Concrete Steel Length Of Pile Cap Width Of Pile Cap Depth Of Pile Cap Cover Column Size Loda on Column Max Load Carrying Capacity

300 2 26.8 93.5 1050 375 MFe1800 750 650 75 300 42 50.116

MM NOS. TON % MM MM 20 415 MM MM MM MM X TON TON

575 600

MM

CHECK FOR DIMENTION Bredth Of Pile Cap Width Of Pile Cap

1650 600

MM MM

OK OK

MOMENT CALCULATION Self Wt. Total Load B.M. Coefficient Mu

=

1.5WL

4 16.54 165.375 KM-M2

2.19 44.19 4

TON TON

OK SIMPLY SUPPORTED Col.

375

375 1050 Pile-1

Pile-2

CHECK FOR DEPTH Mulim

0.138

Mulim

684393750 N-mm 684.39 Kn-m

fck bd² OK

CHECK FOR PUNCHING SHEAR

Perimeter b0

4d+600+1200 193128.54 N 193.12854 KN

P

OK

STEEL CALCULATION Mu

165.375 KN-M2

Mu/bd2

0.5218935

Pt

0.149

Ast

642.5625 MM2 Area Of Steel 10 9 75

Dia Of Bar No. Of Bar Spacing

12 6 108

16 4 150

CHECK FOR ONE SHEAR Unfractored Shear Force Max. Factored Shear Force Shear Stress τc

210 = 315 = 0.49 = = 1.12 SHEAR STIRRUPS IS NOT REQUIRED

KN KN

20 3 188