Determine the following unknowns on the beam shown using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa.A. Deflection at point B in mm.B. Deflection at point E in mm.C. Slope of the elastic curve at point D in degrees. Problem 1. Determine the following unknowns on the beam shown below using Double IntegrationMethod. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution.Round-off your answers to two decimal places.a. Deflection at point B in mm.b. Deflection at point E in mm.Slope of the elastic curve at point D in degrees.С.60 kN31.00 kN/m88 kN/mDOIE5.10 m4 m3 m3 m

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Determine the following unknowns on the beam shown using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. A. Deflection at point B in mm. B. Deflection at point E in mm. C. Slope of the elastic curve at point D in degrees.

Determine the following unknowns on the beam shown using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. A. Deflection at point B in mm. B. Deflection at point E in mm. C. Slope of the elastic curve at point D in degrees.

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 1. Determine the following unknowns on the beam shown below using Double Integration
Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution.
Round-off your answers to two decimal places.
a. Deflection at point B in mm.
b. Deflection at point E in mm.
Slope of the elastic curve at point D in degrees.
С.
60 kN
31.00 kN/m
88 kN/m
DO
IE
5.10 m
4 m
3 m
3 m

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