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Q2) A concrete slab shown in the figure (2) has a thickness of 130 mm. It supports a service distributed dead load of (6 kN/m²) (including its own weight) and a service distributed live load of (4 kN/m²). f = 24 N/mm² and fy = 420 N/mm² find: 1) Area of steel reinforcement required for the slab at points A and B using Ø 10 mm bars. 2) Total load on the beam CD. 0.3 0.3 4.5 m 6.0 m 0.3 + + H 1.0 m 0.3 m 3.6 m 0.3 m 3.8 m 0.3 m 1.2 m $1 C Figure (2) S2 300 mm 130 m 420 m

Q2) A concrete slab shown in the figure (2) has a thickness of 130 mm. It supports a service distributed dead load of (6 kN/m²) (including its own weight) and a service distributed live load of (4 kN/m²). f = 24 N/mm² and fy = 420 N/mm² find: 1) Area of steel reinforcement required for the slab at points A and B using Ø 10 mm bars. 2) Total load on the beam CD. 0.3 0.3 4.5 m 6.0 m 0.3 + + H 1.0 m 0.3 m 3.6 m 0.3 m 3.8 m 0.3 m 1.2 m $1 C Figure (2) S2 300 mm 130 m 420 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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Q2) A concrete slab shown in the figure (2) has a thickness of 130 mm. It supports a service distributed dead load of (6 kN/m²) (including its own weight) and a service distributed live load of (4 kN/m²). f = 24 N/mm² and fy = 420 N/mm² find: 1) Area of steel reinforcement required for the slab at points A and B using Ø 10 mm bars. 2) Total load on the beam CD. 0.3 0.3 4.5 m 6.0 m 0.3 H + 1.0 m 0.3 m 3.6 m 0.3 m 3.8 m 0.3 m 1.2 m + $1 C Figure (2) S2 300 mm 130 m 420 m
Transcribed Image Text:Q2) A concrete slab shown in the figure (2) has a thickness of 130 mm. It supports a service distributed dead load of (6 kN/m²) (including its own weight) and a service distributed live load of (4 kN/m²). f = 24 N/mm² and fy = 420 N/mm² find: 1) Area of steel reinforcement required for the slab at points A and B using Ø 10 mm bars. 2) Total load on the beam CD. 0.3 0.3 4.5 m 6.0 m 0.3 H + 1.0 m 0.3 m 3.6 m 0.3 m 3.8 m 0.3 m 1.2 m + $1 C Figure (2) S2 300 mm 130 m 420 m
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