PROBLEM 2: For the beam (A-36 Steel, Wide Flange, l=272 in 4, S560 in^3) as shown below, using two element approximation

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PROBLEM 2: For the beam (A-36 Steel, Wide Flange, l=272 in 4, S560 in^3) as shown below, using two element approximation

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Problem 2 For The Beam A 36 Steel Wide Flange L 272 In 4 S560 In 3 As Shown Below Using Two Element Approximation 1
Problem 2 For The Beam A 36 Steel Wide Flange L 272 In 4 S560 In 3 As Shown Below Using Two Element Approximation 1 (268.78 KiB) Viewed 49 times
PROBLEM 2: For the beam (A-36 Steel, Wide Flange, l=272 in 4, S560 in^3) as shown below, using two element approximation, derive the following: 1. Global stiffness matrix 2. Global force vector (loading vector) 3. Apply boundary conditions to reduce the system and solve for nodal results. 4. What is the displacement at midpoint? 5. What will be the slope at a point 1 ft to the right of point A? 4 kip/ft A B 12 ft 12 ft
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