450 450 (a) P - L/2- B B. B, As (b) PROBLEM 2.2-14

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.3.10P: Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.
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The three-bar truss ABC shown in figure part a has a span L = 3 m and is constructed of steel pipes having a cross-sectional area A = 3900 mm2 and modulus of elasticity E= 200 GPa. Identical loads P act both vertically and horizontally at joint C, as shown.

a. If P = 475 kN, what is the horizontal displacement of joint B?

b. What is the maximum permissible load value Pmax if the displacement of joint Bis limited to 1.5 mm?

c. Repeat parts (a) and (b) if the plane truss is replaced by a space truss (see figure part b).

450
450
(a)
P -
L/2-
B
B.
B,
As
(b)
PROBLEM 2.2-14
Transcribed Image Text:450 450 (a) P - L/2- B B. B, As (b) PROBLEM 2.2-14
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