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As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions where V₁> 0.5pV, except for the following cases: 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 0.5b and 600 mm

As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions where V₁> 0.5pV, except for the following cases: 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 0.5b and 600 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions where Vu> 0.54V, except for the following cases: 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 c. member has shallow depth of less than 250 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5b and 600 mm D. member has shallow depth of less than 300 mm (ex. slabs) or integral with slab with depth greater of 2.5t, or 0.5bw and 600 mm
Transcribed Image Text:As per NSCP 2015, a minimum shear reinforcement in concrete design shall be provided in all regions where Vu> 0.54V, except for the following cases: 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 c. member has shallow depth of less than 250 mm (ex. slabs) or integral with slab with depth greater of 2.5tf or 0.5b and 600 mm D. member has shallow depth of less than 300 mm (ex. slabs) or integral with slab with depth greater of 2.5t, or 0.5bw and 600 mm
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