Civil engineeringQUESTION $1$

The two storey frame shown in the following figure acted upon at floor level by triangular

impulsive force shown in same figure. For this frame determine the probable floor displacements

and shear forces in the columns. $N=2$

$K1=(30,700N)l\frac{b}{i}n,K2=(44,300N)l\frac{b}{i}n$

$M1=(136N)lb-s\frac{ec}{in},M2=(66N)lb-s\frac{ec}{in}$

$($a$)$

$($b$)$