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| Sep29-07, 11:44 AM | #52 |
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| Sep29-07, 11:48 AM | #53 |
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| Sep29-07, 11:51 AM | #54 |
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| Sep29-07, 11:56 AM | #55 |
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| Sep29-07, 11:57 AM | #56 |
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| Sep29-07, 11:59 AM | #57 |
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| Sep29-07, 12:00 PM | #58 |
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| Sep29-07, 12:21 PM | #60 |
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| Sep29-07, 12:48 PM | #61 |
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300*L=L/2*T*Sin50 becomes 300=1/2*T*Sin50 if you cancel the L on both sides. (Which means dividing both sides by L.) |
| Sep29-07, 01:34 PM | #62 |
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| Sep29-07, 01:44 PM | #63 |
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If you pick the left side of the bridge as your pivot, you will have the three axial loads producing the clockwise torques and the force F2 producing the counter-clockwise torques. Find those torques just like in all the previous problems. |
| Sep29-07, 01:58 PM | #64 |
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Would it be *F1 14kN*10.5M=8kN*5.25M*F2 ? am I correct ?
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| Sep30-07, 08:13 AM | #65 |
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I encourage you to study the examples discussed on the webpage I linked in post #37. |
| Sep30-07, 09:07 AM | #66 |
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![]() Meaning that ths distance from the pivot is 5.25M+5.25M? |
| Sep30-07, 09:16 AM | #67 |
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No, the distance of F2 from the left pivot point is: 7m + 3.5m + 5.25m + 5.25m = 21m. (You didn't even have to do that addition: the problem states that the bridge supports are 21m apart.)
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| Sep30-07, 09:20 AM | #68 |
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