why shear reinforcement is not provided in the design of
footing?
Answers were Sorted based on User's Feedback
Answer / robert
The design of a footing effective depth (d) is usually based
on the punshing shear criteria. Therefore, the hight (h) of a
footing satisfies punshing (2-way) shear and one-way shear. In
this case, shear reinforcement are not required.
Is This Answer Correct ? | 6 Yes | 3 No |
Answer / rajesh shirakol
Some times one way shear failure is the primary failure. When the bending stresses(M/z) are high then the shear induced is also high.
I would recommend every footing design for one way as well as two way (punching) shear analysis.
Is This Answer Correct ? | 3 Yes | 2 No |
In case if concrete box girder bridges how is the number of cells determined?
what are the tests to be done for grout material, and procedure for compressive strength test procedure for grout material?
why development length = 50D . why not 100D
what is the minimum & maximum compressive strength n/mm2 of M-30 mix design cube
how can calculate the compressive strength of concrete cylinder by water cement ratio ?
How to calculate numbers of carpenter, fitter, mason, unskilled worker on the basis of built up area or floor plat area of building?
explain how to calculate top and bottom diagonals for transimission line tower foundation with prop setting
How much quantity of water required for curing of: 1) For concrete of 10cu-m or 10sq-m 2) For blockwork of 10sq-m 3) For plastering of 10sq-m
how many minimum admixtures are used in water froofing structures
What is the procedure of concealed plumbing in toilets?
How much snowcem required per sq. Meter area
3 Answers Bhushan Power Steel,
Calculation of curtain wall of box culvert