F1.5 m→–1.5 m→- 2.1 m A В D Pj = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The rigid horizontal bar is supported by two elements and loaded as shown in the figure. The two vertical bars are made of steel (E = 200 GPa) and cross-sectional areas of 11100 mm2 and 9280 mm2 for BE and CF respectively. Determine the deflection of point A (Express your answer in mm)
Transcribed Image Text:F1.5 m→–1.5 m→-
2.1 m
A
В
D
Pj = 400 kN
2.4 m
P2 = 360 kN
%3D
F
0.6 m
E
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