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Hey Guys,
I'm a little lost about how to do question 9 through this link which involves bending moments, reactions, shear force etc.
http://s1113.photobucket.com/albums/k51 … STION9.jpg
If someone could help me with it, it would be greatly appreciated! ![]()
Thanks!!
Last edited by dslt (2011-09-01 04:44:44)
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1) reaction at A:
force 1: 20kN/m . 6 m = 120 kN, if I using point mass approximation, it will be act at 3 meter above point A. Because force 1, not at point A, it will be torsion in there. That is 120kN . 3 m = 360 kNm
force 2: 60kN at point C, 4 meter beside point A. Because force 2, not at point A, it will be torsion in there. That is 60kN . 3 m = 180 kNm
force 3: 30kN/m . 7 m = 210 kN at point D because that's hinge. Because force 3, not at point A, it will be torsion in there. That is 210kN . 11 m = 2310 kNm.
Let's add this 3 torsion, 360 + 180 + 2310= 2850 kNm. And point A will be suffer torsion in clockwise direction with scale 2850 k.
For other question. You can be answer yourself after you read my answer.
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Cheers,
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