Problems 2 and 3 refer to the floor plan shown in Fig. 2. S CI C2 C3 C4 CS 3 GI (typ.) C6 C7 C8 Given: L = 25' (typ.) an

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Problems 2 And 3 Refer To The Floor Plan Shown In Fig 2 S Ci C2 C3 C4 Cs 3 Gi Typ C6 C7 C8 Given L 25 Typ An 1 (52.68 KiB) Viewed 14 times

Problems 2 And 3 Refer To The Floor Plan Shown In Fig 2 S Ci C2 C3 C4 Cs 3 Gi Typ C6 C7 C8 Given L 25 Typ An 2 (17.47 KiB) Viewed 14 times

Problems 2 And 3 Refer To The Floor Plan Shown In Fig 2 S Ci C2 C3 C4 Cs 3 Gi Typ C6 C7 C8 Given L 25 Typ An 3 (13.57 KiB) Viewed 14 times

Problems 2 and 3 refer to the floor plan shown in Fig. 2. S CI C2 C3 C4 CS 3 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 B1 (typ.) B1 (typ) C9 cio C11 C12 A typical girder, e.g., G1, has a width (b) of 12-in. GI (typ.) C13 C14 C15 C16 Fig. 2 - Floor Plan for Problems 2 & 3.
Problem 2. The one-way slab, S1 (typ.), has a thickness of 5-in, cast with fe =5,000 psi (normal weight concrete, 150 pcf. Bi = 0.8). No. 4 Gr-60 rebars are used as main (i.e., longitudinal) reinforcement, and No. 3 Gr-60 rebars are secondary (.e., temperature and shrinkage, perpendicular to main) reinforcement with a standard cover of %-in. No shear reinforcement is provided. The floor is subjected to a live load of 50 psf.
(10 points) Compute per AC1318 the design flexural capacity (OM) per linear ft of slab for positive moment region of the slab, if it is reinforced with No. 4 Gr-60 rebars at 10" on-center spacing