◆ 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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

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
(2)
-
10 ft
20 k
↓
2
10 ft
(3)
E = 29,000 ksi
I = 1,000 in.4
A = 12 in 2
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 (2) - 10 ft 20 k ↓ 2 10 ft (3) E = 29,000 ksi I = 1,000 in.4 A = 12 in 2
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