6 kN/m +x 18 kN-m A B D 3.0 m- 3.0 m- 4.0 m An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The l-section has an I=24.4x10% mm' and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitudes of the support reactions at B and D (Include directions in your final solutions) b. The constants of integration C1 and C2, considering a right to left reference axis c. The possible locations of maximum deflection along segment BD, considering a right to left reference axis (x1 < x2)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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6 kN/m
+x
18 kN-m
A
В
C
D
3.0 m-
3.0 m-
4.0 m-
An l-section Beam ABCD is pin supported at points B
and D and has an overhanging segment (segment AB).
The beam is loaded with a clockwise moment load at D
and a uniformly distributed load on segment AB. The
l-section has an l=24.4x10% mm' and a modulus of
elasticity equal to E=200GPa.
For the given beam and loading conditions, determine
the following:
a. The magnitudes of the support reactions at B and D
(Include directions in your final solutions)
b. The constants of integration C1 and C2,
considering a right to left reference axis
c. The possible locations of maximum deflection
along segment BD, considering a right to left
reference axis (x1 < x2)
Transcribed Image Text:6 kN/m +x 18 kN-m A В C D 3.0 m- 3.0 m- 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The l-section has an l=24.4x10% mm' and a modulus of elasticity equal to E=200GPa. For the given beam and loading conditions, determine the following: a. The magnitudes of the support reactions at B and D (Include directions in your final solutions) b. The constants of integration C1 and C2, considering a right to left reference axis c. The possible locations of maximum deflection along segment BD, considering a right to left reference axis (x1 < x2)
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