Problem 1I - 3468. 12K AE = 10 GPaS2KN3,5 KN/m2my 4mBACompute for the following:a. Reactions of the Beam.b. Slope at point DMaximum Deflectionс. Problem 2:AKNMCalculate for the Maximum Deflection of the givenPropped Beam in mm.omim C2006Pa%3D

Answered: I - 3468. 12K Am E- I1O GPa S2KN 3,5…

I - 3468. 12K Am E- I1O GPa S2KN 3,5 KN/m 2m 4m F B D Compute for the following: a. Reactions of the Beam. b. Slope at point D Maximum Deflection с.

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

Problem 1
I - 3468. 12K A
E = 10 GPa
S2KN
3,5 KN/m
2my 4m
B
A
Compute for the following:
a. Reactions of the Beam.
b. Slope at point D
Maximum Deflection
с.

Problem 2:
AKNM
Calculate for the Maximum Deflection of the given
Propped Beam in mm.
om
im C
2006Pa
%3D

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