Assume a concrete cover or 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 9) 1.6P We 28 kN/m Section at C W 11 kN/m Pa 112 kN 3.3m 1.5m 3.9m 8-36mmo Pu = 52 kN 4.6m f- 25 MPa d' 75mm Grade 40 rebars d«585 mm b 300mm 4-36mm CO

Assume a concrete cover or 40mm, 10mm stirrups and clear distance between layers of 25mm. For Problem 9 and 10, determine the concrete and steel stresses at the fixed Support C 9) 1.6P We 28 kN/m Section at C W 11 kN/m Pa 112 kN 3.3m 1.5m 3.9m 8-36mmo Pu = 52 kN 4.6m f- 25 MPa d' 75mm Grade 40 rebars d«585 mm b 300mm 4-36mm CO

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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