2 Draw the shear and bending moment diagrams for the horizontal boom of the crane as pictured here. The load side is on the left andthe balast side is on the right of the image.The dimensions and loads are shown in the free body diagram where OL is 10°, 0 g is 28°, W₁ is 5 kN, WB is 14 kN, TL is 7 kN and Tg is20 kN. You do not need to include normal (tension/compression) forces.TLTB 1 m3 mACVOL9 mDOBE3 mWLThe reaction force at D is 8.395 kN up and the reaction moment is 14.486 kN m ClockwiseUse show work to give your solution.BWB

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Draw the shear and bending moment diagrams for the horizontal boom of the crane as pictured here. The load side is on the left and the balast side is on the right of the image. The dimensions and loads are shown in the free body diagram where 0 is 10°, 0B is 28°, W₁ is 5 kN, WB is 14 kN, TL is 7 kN and Tg is 20 kN. You do not need to include normal (tension/compression) forces. TL TB 1 m 3 m A C TOL 9 m D OB E 3 m WL The reaction force at D is 8.395 kN up and the reaction moment is 14.486 kN m Clockwise Use show work to give your solution. B WB

Draw the shear and bending moment diagrams for the horizontal boom of the crane as pictured here. The load side is on the left and the balast side is on the right of the image. The dimensions and loads are shown in the free body diagram where 0 is 10°, 0B is 28°, W₁ is 5 kN, WB is 14 kN, TL is 7 kN and Tg is 20 kN. You do not need to include normal (tension/compression) forces. TL TB 1 m 3 m A C TOL 9 m D OB E 3 m WL The reaction force at D is 8.395 kN up and the reaction moment is 14.486 kN m Clockwise Use show work to give your solution. B WB

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

Draw the shear and bending moment diagrams for the horizontal boom of the crane as pictured here. The load side is on the left and
the balast side is on the right of the image.
The dimensions and loads are shown in the free body diagram where OL is 10°, 0 g is 28°, W₁ is 5 kN, WB is 14 kN, TL is 7 kN and Tg is
20 kN. You do not need to include normal (tension/compression) forces.
TL
TB 1 m
3 m
A
C
VOL
9 m
D
OB
E
3 m
WL
The reaction force at D is 8.395 kN up and the reaction moment is 14.486 kN m Clockwise
Use show work to give your solution.
B
WB

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