Find the required spacing for two-leg, single loop #3 stirrups in the beam below. Determine a spacing for regions A, B, and C indicated on the Shear Diagram is provided. Use f'c = 3000 psi and fy = 60000 psi. Vud=27k Vu=23k V₁ =3k V=3k V=23k V=27k (A) (B) © 10' 15' 10' 13" #3 stirrups d=15.5" 18"

Draw the shear diagram for the following beam

The floor system shown below supports a uniform dead load of 100 lb/ft² and a uniform live load of 40 lb/ft?. Draw the loads with magnitudes on the following structural members: а) BI b) В2 с) ВЗ d) B4 e) Gl f) G2 g) G4 6 @ 7' = 42' C4 G1 B3 B2 2 @ 15' = 30' G4 G3 G2 BT 5 @ 6' = 30' 42' 36' For the same floor plan shown above and assuming the same floor loads and that the building consists of four floors, determine the following: a) The dead load on column Cl in the first floor. b) The live load on column C2 in the second floor. Consider live load reduction. c) The sum of the dead plus live loads on column C3 in the third floor. Consider live load reduction. OT

Q.4. Compute the design shear strength of the beam cross section shown in the below figure with the shear reinforcement #3 U shaped stirrups@ 8-inch c/c. Take fc-4000psi, and fy=60,000 psi 2#4 #3 stirrups @8 in. h (inch) 4#9 b (inch) 3 in. V / 0 NOTE Student take the data given below in the table against their name. ID Name b(inch) 18 h (inch) 32