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Po,PL 5 ft 14" Figure 1: Concentrated dead load Pp cantilever beam (ignore the self-weight). 20 kips and live load PL 10 kips applied to the 20" Problem 1 Load Combinations Consider the cantilever beam shown in Figure 1, which is loaded at its tip with a concentrated dead load Pp 5 ft long and is anchored to a stiff column, as shown. 10 kips (ignore the self-weight). The beam is 20 kips and a live load PL 1. Explain which of the load combinations discussed in class governs the design. For this governing load combination, calculate the factored load Pu and draw the corresponding shear force and bending moment diagrams of the beam. Why is it unnecessary to draw design envelopes?

Po,PL 5 ft 14" Figure 1: Concentrated dead load Pp cantilever beam (ignore the self-weight). 20 kips and live load PL 10 kips applied to the 20" Problem 1 Load Combinations Consider the cantilever beam shown in Figure 1, which is loaded at its tip with a concentrated dead load Pp 5 ft long and is anchored to a stiff column, as shown. 10 kips (ignore the self-weight). The beam is 20 kips and a live load PL 1. Explain which of the load combinations discussed in class governs the design. For this governing load combination, calculate the factored load Pu and draw the corresponding shear force and bending moment diagrams of the beam. Why is it unnecessary to draw design envelopes?

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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Po,PL 5 ft 14" Figure 1: Concentrated dead load Pp cantilever beam (ignore the self-weight). 20 kips and live load PL 10 kips applied to the 20"
Transcribed Image Text:Po,PL 5 ft 14" Figure 1: Concentrated dead load Pp cantilever beam (ignore the self-weight). 20 kips and live load PL 10 kips applied to the 20"
Problem 1 Load Combinations Consider the cantilever beam shown in Figure 1, which is loaded at its tip with a concentrated dead load Pp 5 ft long and is anchored to a stiff column, as shown. 10 kips (ignore the self-weight). The beam is 20 kips and a live load PL 1. Explain which of the load combinations discussed in class governs the design. For this governing load combination, calculate the factored load Pu and draw the corresponding shear force and bending moment diagrams of the beam. Why is it unnecessary to draw design envelopes?
Transcribed Image Text:Problem 1 Load Combinations Consider the cantilever beam shown in Figure 1, which is loaded at its tip with a concentrated dead load Pp 5 ft long and is anchored to a stiff column, as shown. 10 kips (ignore the self-weight). The beam is 20 kips and a live load PL 1. Explain which of the load combinations discussed in class governs the design. For this governing load combination, calculate the factored load Pu and draw the corresponding shear force and bending moment diagrams of the beam. Why is it unnecessary to draw design envelopes?
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