A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformlydistributed upward loads as shown. Determine the values of wec and WDE corresponding to equilibrium when WA = 750 N/m.1200 N/m20CWBCADAA0.6 m-B'0.8 mThe value of WDE isThe value of wBc is [-3.1 ms-6 m-N/m.N/m.D(DE1.0mEF

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A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly distributed upward loads as shown. Determine the values of WBC and WDE corresponding to equilibrium when WA-750 N/m. 1200 N/m 2000 C A 0.6 m- B 0.8 m The value of WDE is The value of wacis [ -3.1 m N/m. N/m. D 29 10m F

A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly distributed upward loads as shown. Determine the values of WBC and WDE corresponding to equilibrium when WA-750 N/m. 1200 N/m 2000 C A 0.6 m- B 0.8 m The value of WDE is The value of wacis [ -3.1 m N/m. N/m. D 29 10m F

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

A beam is subjected to a linearly distributed downward load and rests on two wide supports BC and DE, that exert uniformly
distributed upward loads as shown. Determine the values of wec and WDE corresponding to equilibrium when WA = 750 N/m.
1200 N/m
20
C
WBC
ADA
A
0.6 m-
B'
0.8 m
The value of WDE is
The value of wBc is [
-3.1 ms
-6 m-
N/m.
N/m.
D
(DE
1.0m
E
F

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