A rectangular beam is reinforced with 5-32 mm bars in double layer. (3 bars for general layer and 2 as second layer). The vertical clear spacing used in the layout is 25 mm. The same beam has a width of 250 mm and a total depth of 600 mm. Use f'c = 28 MPa, fy = 420 MPa, ds = 10 mm and CC = 40 mm and BIF Method to Determine the final depth of the compression block in mm.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rectangular beam is reinforced with 5-32
mm bars in double layer. (3 bars for general
layer and 2 as second layer). The vertical
clear spacing used in the layout is 25 mm.
The same beam has a width of 250 mm
and a total depth of 600 mm. Use f'c = 28
MPa, fy = 420 MPa, ds = 10 mm and CC =
40 mm and BIF Method to Determine the
final depth of the compression block in
%3D
mm.
Transcribed Image Text:A rectangular beam is reinforced with 5-32 mm bars in double layer. (3 bars for general layer and 2 as second layer). The vertical clear spacing used in the layout is 25 mm. The same beam has a width of 250 mm and a total depth of 600 mm. Use f'c = 28 MPa, fy = 420 MPa, ds = 10 mm and CC = 40 mm and BIF Method to Determine the final depth of the compression block in %3D mm.
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