Examine the 2D frame shown to the right. Solve the problem with the following set of properties: E = 44 x 106 psi, I=90 in² and A = 8.2 in², compute: a. Local stiffness matrix for all elements b. Global stiffness matrix c. Global load matrix F d. Deformation and rotations of nodes 1 and 2 e. Support reactions of nodes 3 and 4
Examine the 2D frame shown to the right. Solve the problem with the following set of properties: E = 44 x 106 psi, I=90 in² and A = 8.2 in², compute: a. Local stiffness matrix for all elements b. Global stiffness matrix c. Global load matrix F d. Deformation and rotations of nodes 1 and 2 e. Support reactions of nodes 3 and 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Examine the 2D frame shown to the right. Solve the problem
with the following set of properties: E = 44 × 106 psi,
I = 90 in* and A = 8.2 in², compute:
a. Local stiffness matrix for all elements
b. Global stiffness matrix
C.
Global load matrix F
d. Deformation and rotations of nodes 1 and 2
e. Support reactions of nodes 3 and 4
3000 lb 1
E, I, A 2
500 lb/ft
12 ft
2
8 ft
X](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffb9a7c18-65f1-48ed-bb7e-4937a04e4157%2F9df7f767-9319-46ee-9835-496b9e6af2a3%2Fpv84hmf_processed.png&w=3840&q=75)
Transcribed Image Text:Examine the 2D frame shown to the right. Solve the problem
with the following set of properties: E = 44 × 106 psi,
I = 90 in* and A = 8.2 in², compute:
a. Local stiffness matrix for all elements
b. Global stiffness matrix
C.
Global load matrix F
d. Deformation and rotations of nodes 1 and 2
e. Support reactions of nodes 3 and 4
3000 lb 1
E, I, A 2
500 lb/ft
12 ft
2
8 ft
X
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Step 1: Introduce the problem statement
VIEWStep 2: Member stiffness matrix
VIEWStep 3: Indices of stiffness member matrix
VIEWStep 4: Formulate global stiffness matrix for member 2
VIEWStep 5: Formulate global stiffness matrix for member 3
VIEWStep 6: Formulate global stiffness matrix for member 1
VIEWStep 7: Formulate global stiffness matrix
VIEWStep 8: Formulate load and displacement vector
VIEWStep 9: Determine nodal displacement
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