Make the solution and answer clean and clear, surely to vote it up nees your help ASAP. PROBLEM #3The structural beam is subject to external loadsshown in the figure. Use E=200GPa and 1=2500x 106 mm4Determine the slope at point B. UseA.Area Moment MethodB.Determine the deflection at Point C. UseA180 KNHingeITIOC4 m4 m335 kNB4 mEl = constantE = 200 GPaI= 2500x10mm²Conjugate Beam MethodC. Determine the slope and deflection at point D. Use Double Integration MethodD340 kN-m4 mP

Given E=200GPaI=2500×106 mm4EI=constant To find A. The slope at point B. Use Area Moment Method B.…

The structural beam is subject to external loads shown in the figure. Use E=200GPa and 1=2500 x 106 mm4 A. Area Moment Method B. Determine the slope at point B. Use Determine the deflection at Point C. Use 335 kN . . B 4 m- 4 m C Hinge 180 KN D 4m-4m El = constant E = 200 GPa I= 2500x10 mm 340 kN-m E Conjugate Beam Method C. Determine the slope and deflection at point D. Use Double Integration Method 4

The structural beam is subject to external loads shown in the figure. Use E=200GPa and 1=2500 x 106 mm4 A. Area Moment Method B. Determine the slope at point B. Use Determine the deflection at Point C. Use 335 kN . . B 4 m- 4 m C Hinge 180 KN D 4m-4m El = constant E = 200 GPa I= 2500x10 mm 340 kN-m E Conjugate Beam Method C. Determine the slope and deflection at point D. Use Double Integration Method 4

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.

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PROBLEM #3
The structural beam is subject to external loads
shown in the figure. Use E=200GPa and 1=2500
x 106 mm4
Determine the slope at point B. Use
A.
Area Moment Method
B.
Determine the deflection at Point C. Use
A
180 KN
Hinge
ITIO
C
4 m
4 m
335 kN
B
4 m
El = constant
E = 200 GPa
I= 2500x10mm²
Conjugate Beam Method
C. Determine the slope and deflection at point D. Use Double Integration Method
D
340 kN-m
4 m
P

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