Q2. Problem 17.7 from Structural Analysis (6th Edition) - Aslam Kassimali. Determine the reactions and the member end forces in local coordinates for the frame shown below using the matrix stiffness method. Draw shear force, bending moment and qualitative deflected shape diagrams. Check the hand-calculated results by SAP2000. 15 ft 2 k/ft 1 10 ft 20 k ↓ 10 ft (3) E = 29,000 ksi I = 1,000 in.4 A = 12 in.²
Q2. Problem 17.7 from Structural Analysis (6th Edition) - Aslam Kassimali. Determine the reactions and the member end forces in local coordinates for the frame shown below using the matrix stiffness method. Draw shear force, bending moment and qualitative deflected shape diagrams. Check the hand-calculated results by SAP2000. 15 ft 2 k/ft 1 10 ft 20 k ↓ 10 ft (3) E = 29,000 ksi I = 1,000 in.4 A = 12 in.²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q2. Problem 17.7 from Structural Analysis (6th Edition) - Aslam Kassimali.
Determine the reactions and the member end forces in local coordinates for the frame shown
below using the matrix stiffness method. Draw shear force, bending moment and qualitative
deflected shape diagrams. Check the hand-calculated results by SAP2000.
15 ft 2 k/ft
^^^^^^
1
10 ft
20 k
↓
10 ft
(3)
E = 29,000 ksi
I = 1,000 in.4
A = 12 in.²
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Step 1: Given
VIEWStep 2: Calculation of Fixed end moment
VIEWStep 3: Displacement Calculation
VIEWStep 4: Support Moment Calculation
VIEWStep 5: Support Reaction Calculation
VIEWStep 6: Computed Shear force, Axial force and Bending moment diagram
VIEWStep 7: Shear force, Axial force and Bending moment diagram from software
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