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Provide the required bending moment, shear and axial force diagrams for the beams, slabs and columns. 10000 5000 4000 4000 Column Slab 10000 5000
Provide the required bending moment, shear and axial force diagrams for the beams, slabs and columns. 10000 5000 4000 4000 Column Slab 10000 5000 Figure 1: Floor plan of building frame (All dimension in mm) 10000 Beam Street level Column 5000 Figure 2: Elevation of building frame (All dimension in mm) Typical floor to floor height = 4 m Design Information and Requirements Concrete compressive strength, f'c = 32 MPa (You are allowed to increase fe if needed). Reinforcing steel strength, f = 500 MPa (Use N Class bar). Concrete density = 24 kN/m. Columns are 500 mm x 500 mm. Beam widths are fixed at 500 mm. Maximum beam depths should not exceed 1000 mm (You are allowed to increase depth if needed). Slab depth is 200 mm. Concrete slabs are supposed to be built monolithically with the supporting beams therefore the beams must be designed as L or T-beams. All the outer beams must be designed as continuous beams.
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