huangyhg

bs8110: design for shear
bs8110 allows shear capacity to be increased for the following two cases:
1. when the section being considered is near the support (increased by factor of 2av/d)
2. when the section is subjected to axial compression (increased by +n/ac*m/v)
my question is: when the section being considered has both two characteristics, can the shear capacity be increased by both factors? i am designing a underground rc slab with rigid connections to diaphragm walls.
thanks!

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