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
what is mean by c32/40s concrete class
What is the mix propotion of M10,M15,M20,M25,M30,M40,M50.M60 cement content,aggrigate,sand and water ratio.
How to find out slope footing concrete
Define What are the uses of Groynes?
In reclamation works what are the importance of geotextiles and sand?
In an aggregate blending plant, water is sprayed before blending is performed. If the fine content in aggregate is as high as 25 %, will not the fines form into lumps / balls and distribution will not be uniform ? Further, the fines will stick onto the interior of pug mill and its content will be low. The mixed material is stockpiled for weeks / months before use. Will it not be better that blending is done in dry condition, and water will be added only during compaction at site. Please forward your comments and suggestions.
define the strength
by which materials we can prepare circular shuttering with tentative cost of material(rate analysis)
i am laying a base of dimensions 6.5feet by 7feet by 1.25 feet depth how many bags of 25kg cement and how many bags of 25kg sand will i need
why the cracks occurs in NP3 class Hume Pipe ? And what is bearing capacity of it?
What is the worlds largest concrete dam?
Define What are the uses of alloys in daily life and how are alloys made?
What are advancements in civil engineering?
Different sizes of Hollow blocks and its weight. Thanks.
What are the techniques to measure road difference?