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.

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

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

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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