(a) Compute the slope at (A) and the horizontal displacement of joint (B) in Figure P8.32. (E...

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(a) Compute the slope at $A$ and the horizontal displacement of joint $B$ in Figure P8.32.

$E I$ is constant for all members. Consider only bending deformations. Given: $I=100$ in. ${ }^{4}, E=29,000 \mathrm{kips} / \mathrm{in}^{2}{ }^{2}$.

(b) If the horizontal displacement at joint $B$ is not to exceed $\frac{3}{8} \mathrm{in}$., what is the minimum required value of $I$ ?

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

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

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Question Posted: Jan 27, 2024 10:05 PM

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(a) Compute the slope at (A) and the horizontal displacement of joint (B) in Figure P8.32. (E...

Question:

P= 2 kips 10' B 20'- D

Step by Step Answer:

To answer part a of your question we need to compute the slope at point A and the horizontal displacement at joint B for the given structure Since you...View the full answer

Fundamentals Of Structural Analysis

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