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weif One way slabs H.W: A reinforced concrete slab is built integrally with a spandrel beam. The slab consists of two equal parts as shown in the figure. Use f = 25 MPa and f₁ = 420 MPa. Find the maximum live load can be carried by this slab. The dead load is due to • The self-weight • Tiles 2 cm • mortar 2 cm (Use density=24 kN/m³ for concrete, mortar and tiles) 012@160 A B 012@170 B A 10mm@200 mm 010@200 012@170 -5 m 5 m HW: For the simply supported reinforced concrete one way solid slab of section and detail shown below, find the maximum live load can be carried by this slab. f=27 MPa and fy = 420 MPa 10mm@200 mm 012@150 5 m

weif One way slabs H.W: A reinforced concrete slab is built integrally with a spandrel beam. The slab consists of two equal parts as shown in the figure. Use f = 25 MPa and f₁ = 420 MPa. Find the maximum live load can be carried by this slab. The dead load is due to • The self-weight • Tiles 2 cm • mortar 2 cm (Use density=24 kN/m³ for concrete, mortar and tiles) 012@160 A B 012@170 B A 10mm@200 mm 010@200 012@170 -5 m 5 m HW: For the simply supported reinforced concrete one way solid slab of section and detail shown below, find the maximum live load can be carried by this slab. f=27 MPa and fy = 420 MPa 10mm@200 mm 012@150 5 m

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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weif One way slabs H.W: A reinforced concrete slab is built integrally with a spandrel beam. The slab consists of two equal parts as shown in the figure. Use f = 25 MPa and f₁ = 420 MPa. Find the maximum live load can be carried by this slab. The dead load is due to • The self-weight • Tiles 2 cm • mortar 2 cm (Use density=24 kN/m³ for concrete, mortar and tiles) 012@160 A B 012@170 B A 10mm@200 mm 010@200 012@170 -5 m 5 m HW: For the simply supported reinforced concrete one way solid slab of section and detail shown below, find the maximum live load can be carried by this slab. f=27 MPa and fy = 420 MPa 10mm@200 mm 012@150 5 m
Transcribed Image Text:weif One way slabs H.W: A reinforced concrete slab is built integrally with a spandrel beam. The slab consists of two equal parts as shown in the figure. Use f = 25 MPa and f₁ = 420 MPa. Find the maximum live load can be carried by this slab. The dead load is due to • The self-weight • Tiles 2 cm • mortar 2 cm (Use density=24 kN/m³ for concrete, mortar and tiles) 012@160 A B 012@170 B A 10mm@200 mm 010@200 012@170 -5 m 5 m HW: For the simply supported reinforced concrete one way solid slab of section and detail shown below, find the maximum live load can be carried by this slab. f=27 MPa and fy = 420 MPa 10mm@200 mm 012@150 5 m
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