- 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 19 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 (32.02 KiB) Viewed 19 times
Problem 2. The one-way slab, 51 (typ.), has a thickness of 5-in, cast with fo' = 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 (i.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. (a) (10 points) Draw (hand-drawing is acceptable, for as long as it is clear) the cross-section view (i.e., section A-A), without showing the reinforcement of the slab based on the information provided. Then, compute & show on the same view the required shear forces (V.) and moments (M) at critical locations of the slab per AC1318. Use clear span for your calculations,