Explanation Given information: The applied force at end A of the bracket ( P ) is 8 kip . The flexural rigidity of the bracket is E I . The length of the bracket ( L ) is 3 in . . Calculation: Consider that the deflection is small enough so that the force 8 kip remains in line with segment AB and then bending of segment of AB can be neglected. Show the free body diagram of the bracket as in Figure 1. Refer to Figure 1. Calculate the vertical displacement at the end A of the bracket ( υ A ) using the formula: υ A = P L 3 3 E I (1) Substitute 8 kip for P and 3 in . for L in Equation (1)

10th Edition

ISBN: 9780134319650

Author: Russell C. Hibbeler

Publisher: PEARSON

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Chapter 12.5, Problem 12.94P

To determine

The vertical displacement at the end A of the bracket (υA).

The change in angle at the end A of the bracket (θA).

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Chapter 12.5, Problem 12.93P

Chapter 12.5, Problem 12.95P

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The vertical displacement at the end A of the bracket ( υ A ) . The change in angle at the end A of the bracket ( θ A ) .

Solution Summary: The author calculates the vertical displacement at the end A of the bracket (upsilon_A) using the formula:

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The vertical displacement at the end A of the bracket (υA).

The change in angle at the end A of the bracket (θA).

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Chapter 12 Solutions

The vertical displacement at the end A of the bracket ( υ A ) . The change in angle at the end A of the bracket ( θ A ) .

Solution Summary: The author calculates the vertical displacement at the end A of the bracket (upsilon_A) using the formula:

Concept explainers

Videos

The vertical displacement at the end A of the bracket (υA). The change in angle at the end A of the bracket (θA).

Want to see the full answer?

Chapter 12 Solutions

The vertical displacement at the end A of the bracket (υA).

The change in angle at the end A of the bracket (θA).