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Q1: For the flooring slab system shown in Fig (1), compute positive and negative reinforcement for the most critical positions. Assuming that a slab thickness is 200 mm, live load is 3 kN/m², additional dead load is 2 kN/m² and Ø 10 mm reinforcement. Assume: fc-28 MPa and fy = 420 MPa. 2 5 15 m 5 5 5 15 m 5 19 18 A B2 B2 || B2 B2 B2 B2 B2 12 m- || 0.3 m B1 B1

Q1: For the flooring slab system shown in Fig (1), compute positive and negative reinforcement for the most critical positions. Assuming that a slab thickness is 200 mm, live load is 3 kN/m², additional dead load is 2 kN/m² and Ø 10 mm reinforcement. Assume: fc-28 MPa and fy = 420 MPa. 2 5 15 m 5 5 5 15 m 5 19 18 A B2 B2 || B2 B2 B2 B2 B2 12 m- || 0.3 m B1 B1

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: For the flooring slab system shown in Fig (1), compute positive and negative reinforcement for the most critical positions. Assuming that a slab thickness is 200 mm, live load is 3 kN/m², additional dead load is 2 kN/ m² and Ø 10 mm reinforcement. Assume: fc-28 MPa and fy = 420 MPa. 2 5 15 m 5 5 15 m 5 19 18 A || B2 B2 B2 B2 B2 B2 B2 12 m- || 0.3 m B1 B1
Transcribed Image Text:Q1: For the flooring slab system shown in Fig (1), compute positive and negative reinforcement for the most critical positions. Assuming that a slab thickness is 200 mm, live load is 3 kN/m², additional dead load is 2 kN/ m² and Ø 10 mm reinforcement. Assume: fc-28 MPa and fy = 420 MPa. 2 5 15 m 5 5 15 m 5 19 18 A || B2 B2 B2 B2 B2 B2 B2 12 m- || 0.3 m B1 B1
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