Structural Analysis Review - Memphis review for FE f15.pdf · Structural Analysis Review Fall 2015...
Transcript of Structural Analysis Review - Memphis review for FE f15.pdf · Structural Analysis Review Fall 2015...
Structural Analysis Review
Fall 2015
First, let’s review what’s in the FE Reference Handbook
CIVL 4197 Structural Analysis Review 1/20
Problem 1: The 40 kip vertical load at Joint C in the steel truss shown below produces the forces given in the accompanying table. The cross-sectional area of each member is 4.0 in2, and the length of member is given in the table. The elastic modulus of steel is 29,000 ksi. The downward vertical displacement of Joint C is most nearly:
A. 1.046 in B. 0.294 in C. 0.132 in D. 0.102 in
Problem 1: The 40 kip vertical load at Joint C in the steel truss shown below produces the forces given in the accompanying table. The cross-sectional area of each member is 4.0 in2, and the length of member is given in the table. The elastic modulus of steel is 29,000 ksi. The downward vertical displacement of Joint C is most nearly:
Apply a downward 1 kip load (unit load) at Joint C and compute the forces f in bars.
This can easily be done by dividing each F force by 40.
The following table can be computed:
CIVL 4197 Structural Analysis Review 6/20
Problem 1: The 40 kip vertical load at Joint C in the steel truss shown below produces the forces given in the accompanying table. The cross-sectional area of each member is 4.0 in2, and the length of member is given in the table. The elastic modulus of steel is 29,000 ksi. The downward vertical displacement of Joint C is most nearly:
A. 1.046 in B. 0.294 in C. 0.132 in D. 0.102 in
Problem 2: The frame in the figure is:
A. unstableB. stable and determineC. indeterminate one degreeD. indeterminate two degrees
CIVL 4197 Structural Analysis Review 7/20
Problem 2
Unknown reactions and internal forces at internal pins: 6 X 2 = 12
Rigid body components (shown as FBDs) @ 3 equations per component: 4
Number of equations: 4 x 3 = 12
There are 12 equations and 12 unknowns
A. unstableB. stable and determineC. indeterminate one degreeD. indeterminate two degrees
Problem 3: Which of the vertical-load influence lines shown below is correct for Member U2U3 of the truss shown below?
CIVL 4197 Structural Analysis Review 8/20
Problem 3: Which of the vertical-load influence lines shown below is correct for Member U2U3 of the truss shown below?
The upper chord is always in compression
Therefore, it is either A or B
CIVL 4197 Structural Analysis Review 9/20