why shear reinforcement is not provided in the design of
footing?
Answer Posted / 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 |
Post New Answer View All Answers
How can we make a hole in a solid rectangle using solidsworks?
what are the five benefits of using standard terminology in the measurement process?
what motivates you to do a good job
quantity of sand and cement for 10m2 plastering 10mm thick for the ratio of 1:4,1:3and its leabour data
What are the responsibilities of a construction manager?
How to calculate sand , cement quantity for 23mm thk brick work(10x10)
CAST EFFECTIVE WATER SUMP CONSTRUCTION DETAIL
What is Refuse Area In High Rise Building ?
In block work seawalls what is the purpose of slip joints?
why is M25 and Fe 500 assumed to be most economical? i feel it is not.This is because higher grade of concrete and steel has higher lapping length and anchorage length compared to lower grades..
What is progress payment?
if i used salt as a add mixture in concrete, then what will happen and what are the naturally available add mixtures.
flow of fluid takes place viscosity compressibilityu surface tension deformation under shear force
if we know load bearing capacity of the soil and building load falling in each footing, then how to choose the type of foundation??? and if it is shallow foundation then which type of shallow foundation should be choosen i.e either strip or isolated or raft or combined or cantilever footing???????
What does a construction cost covers and what does not?