Refer to the figure below and determine the following using Double Integration Method E = 25000 MPa |= 450 x 106 mmª 500 kN 200 kN.m A 1 m 2 m 1.95 m lope of deflection at midspan of the beam .005814 rad 0.05814 rad -0.05814 rad -0.005814 rad Midspan deflection of the beam - 7.46858 mm -7.46858 mm 74.6858 mm -74.6858 mm B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 2 questions. Box the final answers. Thank you, I will give upvote if you does.

Use double integration method.

 

Refer to the figure below and determine the following using Double Integration Method
E = 25000 MPa
| = 450 x 10 6 mmª
500 kN
200 kN.m
A
B
1 m
2 m
1.95 m
Slope of deflection at midspan of the beam
a.
.005814 rad
b. 0.05814 rad
С.
-0.05814 rad
d. -0.005814 rad
Midspan deflection of the beam
a. 7.46858 mm
b. -7.46858 mm
С.
74.6858 mm
d. -74.6858 mm
Transcribed Image Text:Refer to the figure below and determine the following using Double Integration Method E = 25000 MPa | = 450 x 10 6 mmª 500 kN 200 kN.m A B 1 m 2 m 1.95 m Slope of deflection at midspan of the beam a. .005814 rad b. 0.05814 rad С. -0.05814 rad d. -0.005814 rad Midspan deflection of the beam a. 7.46858 mm b. -7.46858 mm С. 74.6858 mm d. -74.6858 mm
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