DEEP BEAM SHEAR
DEEP BEAM SHEAR
(OP)
I have a pile cap supported on two piles(400x400mm) , The centre to contre distance of pile is 1.6 m the with and length of pile cap are 1 m and 2.6 m , The effective depth of pile cap is 540 mm. The pedestal dimension is 600x600 mm.
One way shear is considerd at the face of pedestal , but the effective depth is on the pile cap .
Do i need to check for one way shear ,If so i have to check for one way shear what equation i would use for checking deep beam shear.
One way shear is considerd at the face of pedestal , but the effective depth is on the pile cap .
Do i need to check for one way shear ,If so i have to check for one way shear what equation i would use for checking deep beam shear.






RE: DEEP BEAM SHEAR
RE: DEEP BEAM SHEAR