For the following questions answer them individually
In reinforced and plain concrete footing resting on soils, the thickness at edge shall not be less than
Bending moment co-efficients and shear co-efficient for continous beams of uniform cross-section as per IS 456 (tab-12 and 13) may be used only when spans do not differ to the longest span by
The effective length of a steel column, effectively held in position and restrained against rotation at both ends is
Which one the following factors does not affect the lateral buckling strength of a steel I section undergoing bending aboutits major axis ?