Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Situation #1: A reinforced concrete beam has a width of 300 mm and an
overall depth of 550 mm. The beam is reinforced with five 25-mm
diameter bottom bars and two 16-mm-diamter bars, both having fy = 345
MPa. Concrete strength fc' = 24 MPa. The centroid of the bars are located
65 mm from extreme concrete fibers. Unit weight of concrete = 23.5
kN/m3. The beam is simply supported over a span of 6 m and carries a
superimposed deadload of 8 kN/m. Use NSCP 2010
1.1 What is the depth of compression block?
1.2 What is the stress of the compression steel?
1.3 What is the nominal capacity of the beam?
1.4 What safe uniformly distributed live load can the beam carry over its
entire length?
1.5 Using the loads obtained from the previous questions, what is the
required nominal shear strength of the beam at critical section near the
support?
1.6 Using 10 mm U stirrups with fy = 275 MPa, what is the required stirrup
spacing near the support.
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Transcribed Image Text:Situation #1: A reinforced concrete beam has a width of 300 mm and an overall depth of 550 mm. The beam is reinforced with five 25-mm diameter bottom bars and two 16-mm-diamter bars, both having fy = 345 MPa. Concrete strength fc' = 24 MPa. The centroid of the bars are located 65 mm from extreme concrete fibers. Unit weight of concrete = 23.5 kN/m3. The beam is simply supported over a span of 6 m and carries a superimposed deadload of 8 kN/m. Use NSCP 2010 1.1 What is the depth of compression block? 1.2 What is the stress of the compression steel? 1.3 What is the nominal capacity of the beam? 1.4 What safe uniformly distributed live load can the beam carry over its entire length? 1.5 Using the loads obtained from the previous questions, what is the required nominal shear strength of the beam at critical section near the support? 1.6 Using 10 mm U stirrups with fy = 275 MPa, what is the required stirrup spacing near the support.
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