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A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm at the midspan. The beam has a total span of 8 m. Compute the max. shear. @ Compute the location of zero shear from A. 3 Compute the max. moment. w=4 kN/m 8 kN 2 m 1 m 8 kN] 2 m Im 2 m w=4 kN/m 2 m B

A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm at the midspan. The beam has a total span of 8 m. Compute the max. shear. @ Compute the location of zero shear from A. 3 Compute the max. moment. w=4 kN/m 8 kN 2 m 1 m 8 kN] 2 m Im 2 m w=4 kN/m 2 m B

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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117. Problem A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm at the midspan. The beam has a total span of 8 m. 1 Compute the max. shear. @ Compute the location of zero shear from A. (3) Compute the max. moment. 8 kN w=4 kN/m 2 m 1 [T 8 kN 2 m Im 2 m w=4 kN/m 2 m B
Transcribed Image Text:117. Problem A simple beam AB is loaded by two segments of uniform load and two horizontal forces acting at the ends of a vertical arm at the midspan. The beam has a total span of 8 m. 1 Compute the max. shear. @ Compute the location of zero shear from A. (3) Compute the max. moment. 8 kN w=4 kN/m 2 m 1 [T 8 kN 2 m Im 2 m w=4 kN/m 2 m B
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