F C 3 000 Psi Fy 60 000 Psi Dead Pd 24 Kip Live Pl 16 Kip L 24 Ft Take The Last Shear Of The Central Section 1 (14.13 KiB) Viewed 40 times
f'c = 3,000 psi
fy= 60,000 psi
Dead =Pd = 24 kip
Live = Pl = 16 kip
L= 24 ft
Take the last shear of the central section (2) and calculate therectangular section of the beam in such a way that no shearreinforcement is required in this section. Assume that bw=d/2 andλ=1.l
Assume any missing data
Need it fast
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