Shear design (pile cap: ACI 318)

Tekla Structural Designer
2021
Tekla Structural Designer

Shear design (pile cap: ACI 318)

Pile shear capacity passes if:

vsu
Φ vc
and
vsu,d
Φ vc,d

for both sides and directions.

Refer to CRSI Design Handbook 2002 - Chapter 13, page 13-18…13-21

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