As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions where Vu > 0.5pVc except for the following cases: O A. member has shallow depth of less than 150 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm B. member has shallow depth of less than 200 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm O. member has shallow depth of less than 250 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm O D. member has shallow depth of less than 300 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm
As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions where Vu > 0.5pVc except for the following cases: O A. member has shallow depth of less than 150 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm B. member has shallow depth of less than 200 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm O. member has shallow depth of less than 250 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm O D. member has shallow depth of less than 300 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5bw and 600 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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