Civil Engineering - Structural Design Specifications - Discussion
Discussion Forum : Structural Design Specifications - Section 2 (Q.No. 43)
43.
The distance of the critical section for shear from the periphery of the column or drop panal is at a distance (where d is effective depth of flat slab).
d
Discussion:
5 comments Page 1 of 1.
Vodaikesto said:
9 years ago
D/2 should be the correct answer as per IS 456 : 2000.
Roy said:
8 years ago
Yes, it's d/2.
Jyoti said:
8 years ago
AS per is 456-2000.
31.6 Shear in Flat Slab.
31.6.1 The critical section for shear shall be at a distance d/2from the periphery of the column/capital/ drop panel, perpendicular to the plane of the slab where d is the effective depth of the section.
31.6 Shear in Flat Slab.
31.6.1 The critical section for shear shall be at a distance d/2from the periphery of the column/capital/ drop panel, perpendicular to the plane of the slab where d is the effective depth of the section.
(1)
Munesh kumar meena said:
7 years ago
Yes, d/2 is the correct answer.
Tushar Methiya said:
6 years ago
Answer is D/2.
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