4.1. Consider the truss element shown in Fig. P4.1. The x-,y-coordinates of the two nodes are indicated in the figure. If q [1.5, 1.0, 2.1,4.3]T x 10-2 in., determine the following: (a) the vector q', (b) the stress in the element, (c) the k matrix, and (d) the strain energy in the element. E = 30 x 10° psi A = 2.1 in.? 2 (50.0, 40.0) L. Y 1 (10.0, 10.0) FIGURE P4.1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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PROBLEMS
4.1. Consider the truss element shown in Fig. P4.1. The x-, y-coordinates of the two nodes are
indicated in the figure. If q = [1.5, 1.0, 2.1,4.3]T x 10-2 in., determine the following:
(a) the vector q',
(b) the stress in the element,
(c) the k matrix, and
(d) the strain energy in the element.
E = 30 x 10° psi
A = 2.1 in.?
2 (50.0, 40.0)
Y
1 (10.0, 10.0)
FIGURE P4.1
4.2. A truss element, with local node numbers 1 and 2, is shown in Fig. P4.2.
(a) What are the direction cosines e and m.
(b) Show the x'-axis, q1,42,93,94,9i, q2 on the figure.
(c) If q = [0.,0.01, -0.025, -0.05]", determine q', q2.
(2, 14)
(5,8)
FIGURE P4.2
4.3. For the pin-jointed configuration shown in Fig. P4.3, determine the stiffness values
KI, K12, and K22 of the global stiffness matrix.
1000 mm?
Qu-1
500 mm
1250 mm2
E = 200 GPa
-750 mm-
FIGURE P4.3
Transcribed Image Text:PROBLEMS 4.1. Consider the truss element shown in Fig. P4.1. The x-, y-coordinates of the two nodes are indicated in the figure. If q = [1.5, 1.0, 2.1,4.3]T x 10-2 in., determine the following: (a) the vector q', (b) the stress in the element, (c) the k matrix, and (d) the strain energy in the element. E = 30 x 10° psi A = 2.1 in.? 2 (50.0, 40.0) Y 1 (10.0, 10.0) FIGURE P4.1 4.2. A truss element, with local node numbers 1 and 2, is shown in Fig. P4.2. (a) What are the direction cosines e and m. (b) Show the x'-axis, q1,42,93,94,9i, q2 on the figure. (c) If q = [0.,0.01, -0.025, -0.05]", determine q', q2. (2, 14) (5,8) FIGURE P4.2 4.3. For the pin-jointed configuration shown in Fig. P4.3, determine the stiffness values KI, K12, and K22 of the global stiffness matrix. 1000 mm? Qu-1 500 mm 1250 mm2 E = 200 GPa -750 mm- FIGURE P4.3
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