Q1) A continuous solid slab system shown in Fig. (1) supported by beam with (bw-300 mm and h 650 mm) and the beams supported columns (350 mm x 350mm). The slab system carries a uniform dead load (excluding self-weight) 5.6 kN/m² and live load 6.2 kN/m². Design the slab S and S2, and calculate the load on beam B1. Draw all the reinforcement detailed sections. (Using f'e -30 mPa, fy 420 mPa, bar dia. Ø 12). 4m 4.3 m 4.3m 4m 6.9192 Fig (1). 5m Sm $1 81 $2

Q1) A continuous solid slab system shown in Fig. (1) supported by beam with (bw-300 mm and h 650 mm) and the beams supported columns (350 mm x 350mm). The slab system carries a uniform dead load (excluding self-weight) 5.6 kN/m² and live load 6.2 kN/m². Design the slab S and S2, and calculate the load on beam B1. Draw all the reinforcement detailed sections. (Using f'e -30 mPa, fy 420 mPa, bar dia. Ø 12). 4m 4.3 m 4.3m 4m 6.9192 Fig (1). 5m Sm $1 81 $2

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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