++ 0.3 m S2 3.15 m ++ 0.3 m B. 7.0 m ++ 0.3 m 1.2 m 0.3 m 4.2 m 0.3 m 1.4 m 300 mm #+ +1 140 mn 360 mm (d=430 mm) A concrete slab shown in the figure (2) has a thickness of 140 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). fc=23 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.

++ 0.3 m S2 3.15 m ++ 0.3 m B. 7.0 m ++ 0.3 m 1.2 m 0.3 m 4.2 m 0.3 m 1.4 m 300 mm #+ +1 140 mn 360 mm (d=430 mm) A concrete slab shown in the figure (2) has a thickness of 140 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). fc=23 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.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.9P

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