Solve the following using moment area method. Draw the moment diagrams by part CLEARLY. Item 1 of 2For the loaded beam shown, using moment - area method.a. Determine the value of El8 at mid span and under the concentrated load tb. Determine the deflection at mid span and under the concentrated loadUse = 200 GPa and l=65.0x106 mm4.24 kN18 kN/mAB-1.5 m---1.5 m→- 3 m

Answered: Image /qna-images/answer/cdf32043-e9da-4571-b4be-449ccca7fa77.jpg

For the loaded beam shown, using moment - area method. a. Determine the value of ElS at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and I=65.0x106 mm4. 24 kN 18 kNim A -1.5 m-1.5 m- -3 m

For the loaded beam shown, using moment - area method. a. Determine the value of ElS at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and I=65.0x106 mm4. 24 kN 18 kNim A -1.5 m-1.5 m- -3 m

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

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

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Solve the following using moment area method. Draw the moment diagrams by part CLEARLY.

Item 1 of 2
For the loaded beam shown, using moment - area method.
a. Determine the value of El8 at mid span and under the concentrated load t
b. Determine the deflection at mid span and under the concentrated load
Use = 200 GPa and l=65.0x106 mm4.
24 kN
18 kN/m
A
B
-1.5 m---1.5 m→
- 3 m

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