Problems 2 And 3 Refer To The Floor Plan Shown In Fig 2 S Ci C2 C3 C4 Cs Gi Typ C6 C7 C8 Given L 25 Typ And 1 (53.1 KiB) Viewed 16 times
Problems 2 And 3 Refer To The Floor Plan Shown In Fig 2 S Ci C2 C3 C4 Cs Gi Typ C6 C7 C8 Given L 25 Typ And 2 (10.19 KiB) Viewed 16 times
Problems 2 And 3 Refer To The Floor Plan Shown In Fig 2 S Ci C2 C3 C4 Cs Gi Typ C6 C7 C8 Given L 25 Typ And 3 (8.84 KiB) Viewed 16 times
Problems 2 and 3 refer to the floor plan shown in Fig. 2. S CI C2 C3 C4 CS GI (typ.) C6 C7 C8 Given: L = 25' (typ.) and S = 10' (typ.) So, the overall floor plan = 75' x 60' The beam width (bw) and depth (h) of B1 (typ.) are taken to be 10-in and 20-in, respectively. L si (typ) BI (typ) B1 (typ.) C9 C10 C11 C12 A typical girder, e.g., G1, has a width (bw) of 12-in. GI (typ.) C13 C14 C15 C16 Fig. 2 - Floor Plan for Problems 2 & 3.
Problem 3. The beams, e.g., B1 (typ.), are also cast with f' = 5,000 psi (normal weight concrete, 150 pcf. Bi = 0.8). Use d = h-3", for both positive and negative bending.
(10 points) If No. 4 U-stirrups at 8" on-center are used for B1, determine the design shear capacity (V.) of the beam.
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