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5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000 mm² cross-sectional area and 3.125 x 109 mm4 moment of inertia for both members) is Internal hinge 4 1m BT 1m

5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000 mm² cross-sectional area and 3.125 x 109 mm4 moment of inertia for both members) is Internal hinge 4 1m BT 1m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 10P
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5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000 mm² cross-sectional area and 3.125 x 10⁹ mm4 moment of inertia for both members) is Internal hinge 1m BT 1m
Transcribed Image Text:5.19 Vertical reaction developed at B in the frame below due to the applied load of 100 kN (with 150,000 mm² cross-sectional area and 3.125 x 10⁹ mm4 moment of inertia for both members) is Internal hinge 1m BT 1m
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