HW 1: Determine the deflection at point D of the beam shown in Fig. below by the virtual work method. 150 KN -3 m B 1 = 300 (106) mm4 -3 m с +3m- 1 = 600 (106) mm* E = 200 GPa D -3 m D I = 300 (106) mm4 E AD = 36.6 mm ↓↓
HW 1: Determine the deflection at point D of the beam shown in Fig. below by the virtual work method. 150 KN -3 m B 1 = 300 (106) mm4 -3 m с +3m- 1 = 600 (106) mm* E = 200 GPa D -3 m D I = 300 (106) mm4 E AD = 36.6 mm ↓↓
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:HW 1: Determine the deflection at point D of the beam shown in Fig. below by the virtual work method.
150 KN
-3 m
B
1 = 300 (106)
mm4
-3 m
C
+3m-
1 = 600 (106) mm+
E = 200 GPa
D
-3 m
D
1 = 300 (106)
mm4
E
AD = 36.6 mm ↓
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