Check the punching shear for a typical interior bay of flat slab shown in Figure Q4, to carry a dead load of 5 kN/m² (including its own weight), and live load of 10 kN/m² over a 5.4 m by 5.9 m panel, center to center of columns with drop panel 2 m in the long span direction and 1.8m transversely, f = 21 MPa, f,=420 MPa. Use $10 mm for flexural reinforcement. 00.80m 2.00m -225mm 150mm Circular 5.9m Long Span Figure Q4

Check the punching shear for a typical interior bay of flat slab shown in Figure Q4, to carry a dead load of 5 kN/m² (including its own weight), and live load of 10 kN/m² over a 5.4 m by 5.9 m panel, center to center of columns with drop panel 2 m in the long span direction and 1.8m transversely, f = 21 MPa, f,=420 MPa. Use $10 mm for flexural reinforcement. 00.80m 2.00m -225mm 150mm Circular 5.9m Long Span Figure Q4

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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