Subject: structural theoryTopic: Deflection Calculation for Statically Determinate Members using Double Integration Method and Area Moment Method Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below giventhat E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method.8 kN4 kN|CAD- 3 m3 m-3 m

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Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method. 8 kN 4 kN |C A D -3 m 3 m -3 m

Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method. 8 kN 4 kN |C A D -3 m 3 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

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

Subject: structural theory Topic: Deflection Calculation for Statically Determinate Members using Double Integration Method and Area Moment Method

Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below given
that E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method.
8 kN
4 kN
|C
A
D
- 3 m
3 m
-3 m

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Subject is structural analysis Please show each steps to the question and make it easy for me to understand. Explain the diagram
These are points that undergo unknown displacements of the structure. Determinacy Joints Nodes Sections
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