Example 3 (H.W): Using Equivalent frame method for the reinforced concrete slab shown in figure below, find the distribution factors in the indicated strip, assume story height= 4 m (roof slab), h= 170 mm, fc'= 25 MPa, fy = 400 MPa, exterior column are 400*400 mm, interior column diameter= 450 mm, edge beam = (350* 550 ) mm, KAB(below)= 4.813. 6 m 6 m 6 m 6 m Strip A 6 m 6 m

Example 3 (H.W): Using Equivalent frame method for the reinforced concrete slab shown in figure below, find the distribution factors in the indicated strip, assume story height= 4 m (roof slab), h= 170 mm, fc'= 25 MPa, fy = 400 MPa, exterior column are 400400 mm, interior column diameter= 450 mm, edge beam = (350 550 ) mm, KAB(below)= 4.813. 6 m 6 m 6 m 6 m Strip A 6 m 6 m

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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