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10 - f 17 in 4-10k D,-0.5 k/ft (excluding weight) 40.75 k/ft (service loads) 10. 4 of 8

10 - f 17 in 4-10k D,-0.5 k/ft (excluding weight) 40.75 k/ft (service loads) 10. 4 of 8

Structural Analysis
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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**Problem 1:** **Problem 14.5 Textbook (modified)** The loads on a beam and its cross section are shown in Figure P14.4; f'c = 4000 psi, fy = 60,000 psi. Is this beam adequate? **Figure P14.4:** - **Diagram Description:** - The figure includes two diagrams. The first is a layout of a simply supported beam with a total span of 20 feet, split into two equal segments of 10 feet, with a central load of 10 k. - The beam is subjected to a uniformly distributed load: - Dead load (Dꞌ) excluding the beam's weight: 0.5 k/ft. - Live load (Lꞌ) for service loads: 0.75 k/ft. - **Cross Section Diagram:** - The second diagram shows the cross-sectional details of the beam. - The width of the beam: 12 inches. - The total depth of the beam: 17 inches. - There are 4 #8 rebar for reinforcement located at specific positions on the cross-section. This setup aims to determine whether the given beam can withstand the specified loads considering the material properties (compressive strength of concrete, f'c = 4000 psi, and the yield strength of reinforcement steel, fy = 60,000 psi).
Transcribed Image Text:**Problem 1:** **Problem 14.5 Textbook (modified)** The loads on a beam and its cross section are shown in Figure P14.4; f'c = 4000 psi, fy = 60,000 psi. Is this beam adequate? **Figure P14.4:** - **Diagram Description:** - The figure includes two diagrams. The first is a layout of a simply supported beam with a total span of 20 feet, split into two equal segments of 10 feet, with a central load of 10 k. - The beam is subjected to a uniformly distributed load: - Dead load (Dꞌ) excluding the beam's weight: 0.5 k/ft. - Live load (Lꞌ) for service loads: 0.75 k/ft. - **Cross Section Diagram:** - The second diagram shows the cross-sectional details of the beam. - The width of the beam: 12 inches. - The total depth of the beam: 17 inches. - There are 4 #8 rebar for reinforcement located at specific positions on the cross-section. This setup aims to determine whether the given beam can withstand the specified loads considering the material properties (compressive strength of concrete, f'c = 4000 psi, and the yield strength of reinforcement steel, fy = 60,000 psi).
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