Q3.Figure Q3 shows a continuous slab for a hall with dimension of 16 m x 10 m. Theslab has a thickness of 150 mm. The variable action on slab may be taken as3.5 kN/m² and the permanent action consists of floor finish and services of 1.0 kN/m²(excluding the slab self-weight).The design data are as follows:Concrete compressive cylinder strength= 30 N/mm?Steel strength= 500 N/mm?Nominal cover= 30 mmUse main bar diameter= 10 mm(a) Calculate the design action on the slab.(b) Sketch the shear force and bending moment diagrams of the slab. Show anddetermine all the important values.(c) Design the main and secondary reinforcement for Panel X. 4000400040004000Panel XFIGURE 0300001

Answered: Image /qna-images/answer/9da76084-534a-4427-80fa-9ba6cbe2396b.jpg

Q3. Figure Q3 shows a continuous slab for a hall with dimension of 16 mx 10 m. The slab has a thickness of 150 mm. The variable action on slab may be taken as 3.5 kN/m²and the permanent action consists of floor finish and services of 1.0 kN/m² (excluding the slab self-weight). The design data are as follows: Concrete compressive cylinder strength = 30 N/mm² Steel strength = 500 N/mm? Nominal cover = 30 mm Use main bar diameter = 10 mm (a) Calculate the design action on the slab. (b) Sketch the shear force and bending moment diagrams of the slab. Show and determine all the important values. (c) Design the main and secondary reinforcement for Panel X.

Q3. Figure Q3 shows a continuous slab for a hall with dimension of 16 mx 10 m. The slab has a thickness of 150 mm. The variable action on slab may be taken as 3.5 kN/m²and the permanent action consists of floor finish and services of 1.0 kN/m² (excluding the slab self-weight). The design data are as follows: Concrete compressive cylinder strength = 30 N/mm² Steel strength = 500 N/mm? Nominal cover = 30 mm Use main bar diameter = 10 mm (a) Calculate the design action on the slab. (b) Sketch the shear force and bending moment diagrams of the slab. Show and determine all the important values. (c) Design the main and secondary reinforcement for Panel X.

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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