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Analyze the steel beam shown below using the three-moment equation. Assume a moment of inertia, I = 150 in4. Draw the bending moment diagram and label pertinent points. A 30 k -8 ft 8 ft- -21- 20 k -8 ft- B E = constant 2.5 k/ft -20 ft- C Problem 4 Perform Problem 1 using SAP 2000. Create the factored internal force envelopes (for shear forces and bending moments) for the entire beam. Compare your SAP 2000 output with the results from Problem 1.

Analyze the steel beam shown below using the three-moment equation. Assume a moment of inertia, I = 150 in4. Draw the bending moment diagram and label pertinent points. A 30 k -8 ft 8 ft- -21- 20 k -8 ft- B E = constant 2.5 k/ft -20 ft- C Problem 4 Perform Problem 1 using SAP 2000. Create the factored internal force envelopes (for shear forces and bending moments) for the entire beam. Compare your SAP 2000 output with the results from Problem 1.

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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Analyze the steel beam shown below using the three-moment equation. Assume a moment of inertia, I = 150 in4. Draw the bending moment diagram and label pertinent points. A 30 k -8 ft 8 ft- -21- 20 k -8 ft- B E = constant 2.5 k/ft -20 ft- C
Transcribed Image Text:Analyze the steel beam shown below using the three-moment equation. Assume a moment of inertia, I = 150 in4. Draw the bending moment diagram and label pertinent points. A 30 k -8 ft 8 ft- -21- 20 k -8 ft- B E = constant 2.5 k/ft -20 ft- C
Problem 4 Perform Problem 1 using SAP 2000. Create the factored internal force envelopes (for shear forces and bending moments) for the entire beam. Compare your SAP 2000 output with the results from Problem 1.
Transcribed Image Text:Problem 4 Perform Problem 1 using SAP 2000. Create the factored internal force envelopes (for shear forces and bending moments) for the entire beam. Compare your SAP 2000 output with the results from Problem 1.
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