k=1000 lb/in. k = 1000 lb/in. f(1) 2x = Consider the spring assemblage shown in the figure above. Use the direct stiffness method. Suppose that F Determine the nodal displacements. (Enter your answers to three significant figures.) U2 = in. Uz = in. Determine the forces in element (1). (Enter your answers to three significant figures.) f(₁) lb lx = = = lb Determine the forces in element (2). (Enter your answers to three significant figures.) lb 2x f(2) ƒ(2) 3x = F lb Determine the reaction at node 1. (Enter your answer to three significant figures.) F1x lb 600 lb.
k=1000 lb/in. k = 1000 lb/in. f(1) 2x = Consider the spring assemblage shown in the figure above. Use the direct stiffness method. Suppose that F Determine the nodal displacements. (Enter your answers to three significant figures.) U2 = in. Uz = in. Determine the forces in element (1). (Enter your answers to three significant figures.) f(₁) lb lx = = = lb Determine the forces in element (2). (Enter your answers to three significant figures.) lb 2x f(2) ƒ(2) 3x = F lb Determine the reaction at node 1. (Enter your answer to three significant figures.) F1x lb 600 lb.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.2.21P: Solve the preceding problem for the following data: b = 8.0 in., k = 16 lb/in., a = 45°, and P = 10...
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![U2
Consider the spring assemblage shown in the figure above. Use the direct stiffness method. Suppose that F = 600 lb.
Determine the nodal displacements.
(Enter your answers to three significant figures.)
in.
in.
(¹)
fo
Uz =
Determine the forces in element (1).
(Enter your answers to three significant figures.)
ƒ(1)
lb
1x
2x
f.
=
lb
Determine the forces in element (2).
(Enter your answers to three significant figures.)
(²)
lb
2x
k=1000 lb/in. k = 1000 lb/in.
ww
(2)
f,
3x
=
3
=
F
lb
Determine the reaction at node 1.
(Enter your answer to three significant figures.)
lb
Fix
=
=](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F52282ef7-9628-4f3c-a0da-696ef43c4b5a%2F2937131c-c821-49d8-9dfe-9aad6484ce2c%2Fy653gp7_processed.png&w=3840&q=75)
Transcribed Image Text:U2
Consider the spring assemblage shown in the figure above. Use the direct stiffness method. Suppose that F = 600 lb.
Determine the nodal displacements.
(Enter your answers to three significant figures.)
in.
in.
(¹)
fo
Uz =
Determine the forces in element (1).
(Enter your answers to three significant figures.)
ƒ(1)
lb
1x
2x
f.
=
lb
Determine the forces in element (2).
(Enter your answers to three significant figures.)
(²)
lb
2x
k=1000 lb/in. k = 1000 lb/in.
ww
(2)
f,
3x
=
3
=
F
lb
Determine the reaction at node 1.
(Enter your answer to three significant figures.)
lb
Fix
=
=
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