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A & Tin k Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m 3m C B 3m Use E = 2E8 kN/m², 1=1E-4 m². (set a beam width and depth that gives the given 1) Answers in structures lectures: Ac,v=4.78 mm ETABS's Answers : Ac,v = 4.796 mm *

A & Tin k Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m 3m C B 3m Use E = 2E8 kN/m², 1=1E-4 m². (set a beam width and depth that gives the given 1) Answers in structures lectures: Ac,v=4.78 mm ETABS's Answers : Ac,v = 4.796 mm *

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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A & Tin k Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m C B 3m 3m Use E = 2E8 kN/m², 1=1E-4 m². (set a beam width and depth that gives the given 1) Answers in structures lectures: Ac,v=4.78 mm ETABS's Answers : Ac,v = 4.796 mm *
Transcribed Image Text:A & Tin k Determine the vertical displacement of Point EI is Constant. 10 KN C. 6 kN/m C B 3m 3m Use E = 2E8 kN/m², 1=1E-4 m². (set a beam width and depth that gives the given 1) Answers in structures lectures: Ac,v=4.78 mm ETABS's Answers : Ac,v = 4.796 mm *
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