EXAMPLE - Frame Analysis using the Slope-Deflection Method (No Side-sway)

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Комментарии
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Shouldn't the sidesway include L as denominator? I mean shouldn't it be -3(psi)/L?

benb.
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Great lecture. But if i undrstood correctly you have calculated that the end moments for memeber BC is = I122.5I kNm but the value in the end result is I76I kNm. Can you clarify the difference between the two values?

ilkajajab
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