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12m 40 KN LLLL + 240 kw-m 2 12 m f 20 kN-M EI = 100.000 kn-m² 10 m² 144 Hit

12m 40 KN LLLL + 240 kw-m 2 12 m f 20 kN-M EI = 100.000 kn-m² 10 m² 144 Hit

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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Both elements have the same section and are made of the same material. Draw the shear and moment diagrams and draw the deformed Using matrix analysis techniques Realize the structural analysis (estimate forces in the supports and displacements in the free nodes) EI = 100.000 kn-m² I 10 m² H 12 m 20 N-m 目 8 40 kN 240 kw-m 2 12 m A
Transcribed Image Text:Both elements have the same section and are made of the same material. Draw the shear and moment diagrams and draw the deformed Using matrix analysis techniques Realize the structural analysis (estimate forces in the supports and displacements in the free nodes) EI = 100.000 kn-m² I 10 m² H 12 m 20 N-m 目 8 40 kN 240 kw-m 2 12 m A
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