A roof slab with beams of R.C. building is shown in figure (1). The roof is...

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A roof slab with beams of R.C. building is shown in figure (1). The roof is subjected to a U.D.L. from dead load and live load. Design R.C beam (BI) for bending moment and shear. Take, Ysand Ysoil = 16 kN/m³, Yconcrete = 24 kN/m³, fc = 30 MPa, and fy -420 MPa. Slab thickness = 150 mm, Live load = 1.0 kN/m² 3 m 3 m F = 7m- CI (Top View) 7m BI Figure (1) 4 cm concrete tiles 5 cm sand 10 cm soil R.C. slab Beam Column (Setion in Slab) A roof slab with beams of R.C. building is shown in figure (1). The roof is subjected to a U.D.L. from dead load and live load. Design R.C beam (BI) for bending moment and shear. Take, Ysand Ysoil = 16 kN/m³, Yconcrete = 24 kN/m³, fc = 30 MPa, and fy -420 MPa. Slab thickness = 150 mm, Live load = 1.0 kN/m² 3 m 3 m F = 7m- CI (Top View) 7m BI Figure (1) 4 cm concrete tiles 5 cm sand 10 cm soil R.C. slab Beam Column (Setion in Slab)

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