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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 the vertical arm at the midspan. The beam has a total span of 8.0m A 4 kN/m O Option 1 2.0 m 4. Compute the maximum shear. O-10 KN O 10 KN O 11.1 KN O-11.1 KN 1.0 m 8 kN 1.0m 8 kN 2.0m +20m 2.0 m T Works 4 kN/m 2.0 m junge B BLES 2720 De

A simple beam AB is loaded by two segments of uniform load and two horizontal. forces acting at the ends of the vertical arm at the midspan. The beam has a total span of 8.0m A 4 kN/m O Option 1 2.0 m 4. Compute the maximum shear. O-10 KN O 10 KN O 11.1 KN O-11.1 KN 1.0 m 8 kN 1.0m 8 kN 2.0m +20m 2.0 m T Works 4 kN/m 2.0 m junge B BLES 2720 De

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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A simple beam AB is loaded by two segments of uniform load and two horizontal. forces acting at the ends of the vertical arm at the midspan. The beam has a total span of 8.0m A 4 kN/m pada dasarnami O Option 1 2.0 m O-10 KN O 10 KN O 11.1 KN O-11.1 KN • 8 kN 4. Compute the maximum shear. 1.0 m 2.0m 1.0 m 2002 200 8 kN 2.0 m 55-565 55636 1000000 NH 4 kN/m 2.0 m 145 B STOCK Bund 2542 PUHE Joda 22 20 506967200
Transcribed Image Text:A simple beam AB is loaded by two segments of uniform load and two horizontal. forces acting at the ends of the vertical arm at the midspan. The beam has a total span of 8.0m A 4 kN/m pada dasarnami O Option 1 2.0 m O-10 KN O 10 KN O 11.1 KN O-11.1 KN • 8 kN 4. Compute the maximum shear. 1.0 m 2.0m 1.0 m 2002 200 8 kN 2.0 m 55-565 55636 1000000 NH 4 kN/m 2.0 m 145 B STOCK Bund 2542 PUHE Joda 22 20 506967200
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Compute the location of zero shear from support A.

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Compute the location of zero shear from support A.

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