Practice Problem 4.3 Given: Continuous One Way Slab Unit Weight of Concrete = 24 kN/m^3 Clear Spans: All end spans = 3.5 m All interior spans = 4 m For Shear and Moment Calculations, use the 2010 NSCP Coefficients. Determine the following. a) The appropriate uniform thickness for the slab in mm. b) The design factored moment in kN-m. Materials: fc=21 MPa, Fy= 280 MPa Loads: Live Load = 2.4 KPa Use 1.2 D + 1.6L c) If the clear bar cover is 20 mm, determine the spacing of the 12 mm o flexural steel bars required at the critical moment section in mm.

Practice Problem 4.3 Given: Continuous One Way Slab Unit Weight of Concrete = 24 kN/m^3 Clear Spans: All end spans = 3.5 m All interior spans = 4 m For Shear and Moment Calculations, use the 2010 NSCP Coefficients. Determine the following. a) The appropriate uniform thickness for the slab in mm. b) The design factored moment in kN-m. Materials: fc=21 MPa, Fy= 280 MPa Loads: Live Load = 2.4 KPa Use 1.2 D + 1.6L c) If the clear bar cover is 20 mm, determine the spacing of the 12 mm o flexural steel bars required at the critical moment section 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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