Solve Problem P7 17 by the conjugate beam method Problem P7 17 Compute the slope and deflection under the 32 kip load at B and D Reactions are given I 510 in 4 and E 29,000 kips in 2 Sketch the deflected shape 96 kip ft A 32 kips R 16 kips B C 32 kips D 12 12 12 1 Rc 32 kips E 12 4 Rg 16 kips 96 ki...

Mat B Deflection 1 R6x 2 MB 96 288 x10 288 2304 A ...

Solve Problem P7.17 by the conjugate beam method. Problem P7.17 Compute the slope and deflection under the

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Solve Problem P7.17 by the conjugate beam method.

Problem P7.17

Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in.⁴ and E = 29,000 kips/in.². Sketch the deflected shape.

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Fundamentals Of Structural Analysis

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Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning

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Compute the slope and deflection under the 32-kip load at $B$ and $D$. Reactions are given. $I=510 \mathrm{in}^{4}$ and $E=29,000 \mathrm{kips} / \mathrm{in} .^{2}$. Sketch the deflected...
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Solve Problem P7.17 by the conjugate beam method. Problem P7.17 Compute the slope and deflection under the

Question:

96 kip. ft A 32 kips R = 16 kips B C 32 kips D 12+12+12-1 Rc = 32 kips E 12 4 Rg = 16 kips 96 kip. ft

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Mat B Deflection 1 R6x 2 MB 96 288 x10 288 2304 A ...View the full answer

Fundamentals Of Structural Analysis

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