Calculate the horizontal deflection at E. 15kN E = 200GPa 10kN- IAB = 371 x 106 mm4 IBD = 215 x 106 mm4 IDE = 458 x 106 mm4 A 2,5m 1,5m (AE = 25,952 mmE) 5,0m 10kN/m 2,5m
Calculate the horizontal deflection at E. 15kN E = 200GPa 10kN- IAB = 371 x 106 mm4 IBD = 215 x 106 mm4 IDE = 458 x 106 mm4 A 2,5m 1,5m (AE = 25,952 mmE) 5,0m 10kN/m 2,5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Example 2:
Calculate the horizontal deflection at E.
15KN
E = 200GPA
10kN-
AB = 371 x 106 mm4
IBp = 215 x 106 mm4
= 458 x 106 mm4
IDE
A
2,5m 1,5m
(AE = 25,952 mm–)
5,0m
w/NYOT
2,5m
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