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2. Analyze the given building frame. 100 KN 4m 4m K L 60 KN 40kN 3m 3m J G D 3m A Second Level: 100 KN I n B

2. Analyze the given building frame. 100 KN 4m 4m K L 60 KN 40kN 3m 3m J G D 3m A Second Level: 100 KN I n B

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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2. Analyze the given building frame. 100 KN 4m 4m K 60 kN 40kN 3m G 3m 2 4V = 160 V = 40 KN 2V = 80 KN ..The horizontal reactions at A, B, and C are 40 kN, 80 kN, and 40 kN, respectively, all directed to the left. Calculate column moments, girder shears and moments and girder and column axial forces by dividing the frame into independent portals. Then draw the shear and moment diagrams of all girders and columns. 3m Second Level: 100 KN 1.5m H First Level: 100 KN 3m 60KN 1.5m T B V Let: ΣFv = 0: 2V + V + V = 100 4V = 100 V = 25 KN 2V = 50 kN 2V V = shear at the exterior column 2V = shear at the interior column EV
Transcribed Image Text:2. Analyze the given building frame. 100 KN 4m 4m K 60 kN 40kN 3m G 3m 2 4V = 160 V = 40 KN 2V = 80 KN ..The horizontal reactions at A, B, and C are 40 kN, 80 kN, and 40 kN, respectively, all directed to the left. Calculate column moments, girder shears and moments and girder and column axial forces by dividing the frame into independent portals. Then draw the shear and moment diagrams of all girders and columns. 3m Second Level: 100 KN 1.5m H First Level: 100 KN 3m 60KN 1.5m T B V Let: ΣFv = 0: 2V + V + V = 100 4V = 100 V = 25 KN 2V = 50 kN 2V V = shear at the exterior column 2V = shear at the interior column EV
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