Areas: E O AD = 400 mm2 CE = 500 mm² %3D 5 m D 2 m А В A C -2 m→-2 m→
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the maximum deflection in point B in frame shown in Figure 6. Q= 240 kN and E=200 GPa.
Transcribed Image Text:Areas:
2
E
AD = 400 mm
CE = 500 mm²
2
5 m
D
2 m
А В С
A
-2 m-2 m→|
Figure 6
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