Given the data of a continuous solid one-way slab. Spans given are all clear spans. For shear and moment calculations, use the NSCP coefficients. Apply code provisions for spacing where applicable, Unit weight of concrete= 24 kN/m3 All end spans = 4 m All interior spans = 3.0 m Fc' = 28 MPa, fy = 415 Mpa Loads: floor live load= 2.4 kPa U = 1.2D = 1.6L a. Determine the appropriate uniform thickness forthe slab in mm. b. If the clear bar cover is 20 mm, determine the spacing of the 12mm flexural steel required at the critical moment section c. Determine the spacing of 10mm temperature reinforcements in mm.

Given the data of a continuous solid one-way slab. Spans given are all clear spans. For shear and moment calculations, use the NSCP coefficients. Apply code provisions for spacing where applicable, Unit weight of concrete= 24 kN/m3 All end spans = 4 m All interior spans = 3.0 m Fc' = 28 MPa, fy = 415 Mpa Loads: floor live load= 2.4 kPa U = 1.2D = 1.6L a. Determine the appropriate uniform thickness forthe slab in mm. b. If the clear bar cover is 20 mm, determine the spacing of the 12mm flexural steel required at the critical moment section c. Determine the spacing of 10mm temperature reinforcements in mm.

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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