(PeP,<(100, 200) lbflin? m 1.00 Thickness -0.1-in -1.50 I FIGURE 5.21 A rectangle element under pressure loads. 5.5. A 0.1-in thick rectangle element has the pressure loads on edge j–m and m-n as shown in Fig. 5.21, determine the vector of the equiva- lent nodal loads for this element.

(PeP,<(100, 200) lbflin? m 1.00 Thickness -0.1-in -1.50 I FIGURE 5.21 A rectangle element under pressure loads. 5.5. A 0.1-in thick rectangle element has the pressure loads on edge j–m and m-n as shown in Fig. 5.21, determine the vector of the equiva- lent nodal loads for this element.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.2.4P: Solve the preceding problem if the internal pressure is 3,85 MPa, the diameter is 20 m, the yield...

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Question

(PP,F100, 200) Ibfin
m
1.00
Thickness -0.1-in
1.50
I FIGURE 5.21 A rectangle element under pressure loads.
5.5. A 0.1-in thick rectangle element has the pressure loads on edge j–m
and m-n as shown in Fig. 5.21, determine the vector of the equiva-
lent nodal loads for this element.

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