taj Design the longltudinal and transverse reinforcement in

taj Design the longltudinal and transverse reinforcement in the edge beam (12 x 24 in.) of a building frame shown below for the following factored moments, shear, and torsion: 2. Mu-ve =-105 ft-k, Mu,\"e#89.8 ft-k Vu 22.3 k Tu 18.9 ft-k The sketch below shows the edge beam and the portion of the slab effective in resisting torsion for determining the cracking torque. Place stirrups, if required for shear or torsion, only in the 12 in. by 24 in. stem portion of the edge beam. Use fc # 4,000 psi and fy 60,000 psi for all longitudinal reinforcement and stirrups. Provide cover in accordance with ACI-318. 30. 18 co

Solution

For the edge beam shown, provide 16mm TMT bars (Main Bar) at 125mm c/c distance since it is at the edge. Also provide 12mm Steel bars as (Distribution Bar) at 150mm c/c distance. Same replica required on above mesh aswell.

Provide stirrup of 8mm dia at 200mm c/c distance.