A reinforced concrete floor consists of beams (b xh = 300 mm x 400 mm). Clear...

Transcribed Image Text:

A reinforced concrete floor consists of beams (b xh = 300 mm x 400 mm). Clear concrete cover = 50 mm; L₁ = 5.3m; L2 = 5.8m; La = 5.3m; Slab thickness, t= 100 mm; concrete strength, fe= 30 MPa; steel strength, fy = 415 MPa; main reinforcement 25 mm diameter; ties = 12mm diameter. For shear and moment calculations, use NSCP coefficient method. Assume 300x300 column dimensions. 1. Find the shear Vu (kN), at end J of span 1] if the total ultimate load wu = 36 kN/m. (103.5kN) 2. What is the moment, Mu (kN/m) at end J of span JK if the total ultimate load wa = 36 kN/m. (90.20kN) S S S A E M L1 B LL. N L2 Figure - 1 0 L3 H A reinforced concrete floor consists of beams (b xh = 300 mm x 400 mm). Clear concrete cover = 50 mm; L₁ = 5.3m; L2 = 5.8m; La = 5.3m; Slab thickness, t= 100 mm; concrete strength, fe= 30 MPa; steel strength, fy = 415 MPa; main reinforcement 25 mm diameter; ties = 12mm diameter. For shear and moment calculations, use NSCP coefficient method. Assume 300x300 column dimensions. 1. Find the shear Vu (kN), at end J of span 1] if the total ultimate load wu = 36 kN/m. (103.5kN) 2. What is the moment, Mu (kN/m) at end J of span JK if the total ultimate load wa = 36 kN/m. (90.20kN) S S S A E M L1 B LL. N L2 Figure - 1 0 L3 H

Answer rating: 100% (QA)

To solve this problem we will first calculate the shear force and moment at each support and then us... View the full answer