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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pla) = F( 3ž-3+1)
1. Write down the governing equation
2. State the boundary conditions
3. Solve for the displacement
4. Draw the shear force diagram, and bending
E, I,L,F
moment diagram, the displacement
use
E= 200 Gla, ho 0.ZM. W=0, | m
these
FE -I KN
for A my L= 20 m
Transcribed Image Text:pla) = F( 3ž-3+1) 1. Write down the governing equation 2. State the boundary conditions 3. Solve for the displacement 4. Draw the shear force diagram, and bending E, I,L,F moment diagram, the displacement use E= 200 Gla, ho 0.ZM. W=0, | m these FE -I KN for A my L= 20 m
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