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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 (B1) for bending moment and shear. Take, Yaund =Ysol = 16 kN/m', Yoncrete =24 kN/m', f'e 30 MPa, and fy -420 MPa. Slab thickness 150 mm, Live load 1.0 kN/m 4 cm concrete tiles- 5 cm sand. 7m 7m 10 cm soil R.C. slab 3 m 3 m Beam Column (Top View) ( Setion in Slab) Figure (1)

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 (B1) for bending moment and shear. Take, Yaund =Ysol = 16 kN/m', Yoncrete =24 kN/m', f'e 30 MPa, and fy -420 MPa. Slab thickness 150 mm, Live load 1.0 kN/m 4 cm concrete tiles- 5 cm sand. 7m 7m 10 cm soil R.C. slab 3 m 3 m Beam Column (Top View) ( Setion in Slab) Figure (1)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 (B1) for bending moment and shear. Take, Yaund = Ysol = 16 kN/m', Yoncrete= 24 kN/m', fe 30 MPa, and fy 420 MPa. Slab thickness = 150 mm , Live load = 1.0 kN/m 4 cm concrete tiles 5 cm sand. 10 cm soil - 7m 7m- R.C. slab 3 m C1 BI 3 m Вeam Column (Top View) ( Setion in Slab) Figure (1)
Transcribed Image Text: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 (B1) for bending moment and shear. Take, Yaund = Ysol = 16 kN/m', Yoncrete= 24 kN/m', fe 30 MPa, and fy 420 MPa. Slab thickness = 150 mm , Live load = 1.0 kN/m 4 cm concrete tiles 5 cm sand. 10 cm soil - 7m 7m- R.C. slab 3 m C1 BI 3 m Вeam Column (Top View) ( Setion in Slab) Figure (1)
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