if the tension steel has a yie f 414 MPa. Determine the acing) to check and layout

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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DOUBLY REINFORCED BEAM

A 300 mm X 450 mm exterior beam is reinforced with 2 – Ø20 mm and 1 - Ø25 mm bars on the first
layer of tension reinforcement (larger bar is at the middle), 2
tension reinforcement, 3 – Ø25 mm for compression reinforcement and Ø12 mm for stirrups. From
analysis the depth of the tension zone is 344 mm, if the tension steel has a yield strength of 420 MPa
and the compression steel has a yield strength of 414 MPa. Determine the following using all the
NSCP provision (larger bar always governs the spacing) to check and layout the beam:
Ø25 mm on the second layer of
-
A. The compressive stress in the concrete
B. The depth of compression block
C. Ultimate Moment Capacity of the beam
Transcribed Image Text:A 300 mm X 450 mm exterior beam is reinforced with 2 – Ø20 mm and 1 - Ø25 mm bars on the first layer of tension reinforcement (larger bar is at the middle), 2 tension reinforcement, 3 – Ø25 mm for compression reinforcement and Ø12 mm for stirrups. From analysis the depth of the tension zone is 344 mm, if the tension steel has a yield strength of 420 MPa and the compression steel has a yield strength of 414 MPa. Determine the following using all the NSCP provision (larger bar always governs the spacing) to check and layout the beam: Ø25 mm on the second layer of - A. The compressive stress in the concrete B. The depth of compression block C. Ultimate Moment Capacity of the beam
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