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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
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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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 SI 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 $1 B1 $2
Transcribed Image Text: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 SI 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 $1 B1 $2
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