## Theory of Structures

##
Theory of Structures

The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

##
Theory of Structures

The equivalent length of a column of length L having one end fixed and the other end free, is

##
Theory of Structures

P = 4π² EI/L² is the equation of Euler's crippling load if

*DOWNLOAD EXAMIANS APP*

##
Theory of Structures

Total strain energy theory for the failure of a material at elastic limit, is known

*DOWNLOAD EXAMIANS APP*

##
Theory of Structures

The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

*DOWNLOAD EXAMIANS APP*