A 4.5-meter-long reinforced concrete beam supports a dead load of 20 KN/m, including self-weight, and a live load of 35 KN/m. The steel coating is 75mm thick. fc' = 28 MPa and fy = 415 MPa were used. 1. What is the greatest moment caused by the calculated loads? 2. If p=0.50pmax and d=1.5b, what should the bea'm width be? 3. What is the total steel area required?
A 4.5-meter-long reinforced concrete beam supports a dead load of 20 KN/m, including self-weight, and a live load of 35 KN/m. The steel coating is 75mm thick. fc' = 28 MPa and fy = 415 MPa were used. 1. What is the greatest moment caused by the calculated loads? 2. If p=0.50pmax and d=1.5b, what should the bea'm width be? 3. What is the total steel area required?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PROBLEM 2: A 4.5-meter-long reinforced concrete beam supports a dead load of 20 KN/m, including self-weight, and a live load of 35 KN/m. The steel coating is 75mm thick. fc' = 28 MPa and fy = 415 MPa were used. 1. What is the greatest moment caused by the calculated loads? 2. If p=0.50pmax and d=1.5b, what should the bea'm width be? 3. What is the total steel area required?
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