Shear stress develops on a fluid element, if the fluid

A floor slab of thickness, $$t$$ is cast monolithically transverse to a rectangular continuous beam of span $$L$$ and wi

A reinforced concrete member is subjected to combined action of compressive axial force and bending moment. If $${\varep

If $$\phi \, = \,$$ nominal diameter of reinforcing bar, $${f_s}\, = $$ compressive stress in the bar and $${f_{bd}}\, =

The loss of prestress due to elastic shortening of concrete is least in

A uniformly distributed load intensity, $$w$$ acting on a simply supported prestressed concrete beam of span $$L,$$ prod

The maximum bending stress induced in a steel wire of modulus of elasticity $$200$$ $$kN/m{m^2}$$ and diameter $$1$$ $$

In a real beam, at an end, the boundary condition of zero slope and zero vertical displacement exists. In the correspond

A cantilever beam of span, $$'L'$$ is subjected to a downward load of $$800$$ $$kN$$ uniformly distributed over its leng

The axial load carrying capacity of a long column of given material. Cross-sectional area, $$A$$ and length, $$L$$ is g

The kern area (core) of a solid circular section column of diameter, $$D$$ is a concentric circle of diameter, $$'d'$$ i

The plane structure shown below is

A plane frame $$ABCDEFGH$$ shown in figure below has clamp supports at A and axial force release (horizontal sleeve) at

Determine the degrees of freedom of the following frame