peR) = F( 3*-37ti) 1. Write down the governing equation 2. State the boundary conditions 3. Solve for the displacement 4. Draw the shear force diagram, and bending moment diagram, the displacement E= Z00 Gfa, ho 0.ZM. W-0, E, I, L,F use these Fa-I KN
peR) = F( 3*-37ti) 1. Write down the governing equation 2. State the boundary conditions 3. Solve for the displacement 4. Draw the shear force diagram, and bending moment diagram, the displacement E= Z00 Gfa, ho 0.ZM. W-0, E, I, L,F use these Fa-I KN
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 8.2.10P: Solve the preceding problem for the following data: diameter LO m, thickness 48 mm, pressure 22 MPa,...
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