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 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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.
%3D
6 m
6 m
6 m
6 m
Strip A
6 m
6 m
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