ASSIGNMENT $9$

A typical floor plan for a concrete building is shown below

a$)$ Compute the moment and shear diagram envelopes for beams along Gl

b$)$ Show the dimensions of cross sections of the beam to be designed in $G1$ between A and $B$

$h=26$ in $($total depth for all beams$)$

$h_f=6$ in $($slob thickness$)$

$f_c^{\text{'}}=4000$ psi, $f_y=60000,$ normal weight consecte $150l\frac{b}{f}{t}^3{u}_L=120$ psf $($live load on floor$)$