Q1. Figure 1 shows the plan view of a reinforced concrete slab supported by three clay brick masonry walls AB, CD and EF. 7m B 3m Figure 1 (Plan) The following information is given: Live load supported by slab = 1.5 kN/m² C Normal density concrete (Unit weight = 24kN/m²) Clay brick masonry (Unit weight = 19 kN/m²) Slab thickness 170 mm Wall thickness = 220 mm Wall height = 2.8 m Load combinations: (1.2 D₂ + 1.6 La) and (1.5 Dn) 3m m a) Sketch the tributary loading areas for walls AB, CD, and EF. b) Calculate the design load (in kN/m²) acting on the slab. c) Calculate the design load (in kN/m) acting on walls AB and CD. Include the self-weight of walls.

Q1. Figure 1 shows the plan view of a reinforced concrete slab supported by three clay brick masonry walls AB, CD and EF. 7m B 3m Figure 1 (Plan) The following information is given: Live load supported by slab = 1.5 kN/m² C Normal density concrete (Unit weight = 24kN/m²) Clay brick masonry (Unit weight = 19 kN/m²) Slab thickness 170 mm Wall thickness = 220 mm Wall height = 2.8 m Load combinations: (1.2 D₂ + 1.6 La) and (1.5 Dn) 3m m a) Sketch the tributary loading areas for walls AB, CD, and EF. b) Calculate the design load (in kN/m²) acting on the slab. c) Calculate the design load (in kN/m) acting on walls AB and CD. Include the self-weight of walls.

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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