1. By using Area Moment Method, Determine the deflection at the midspan of the beamshown. 30 kN/m 5 m El=constant E=200 GPa 1=1460x10 mm B -2m-1 C

Structural Analysis
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Chapter2: Loads On Structures
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1. By using Area Moment Method, Determine the deflection at the midspan of the beamshown.
-5 m-
30 kN/m
5 m
El=constant
E=200 GPa
1=1460x10 mm
180 KN
B
2. By using Area moment Method, Determine the deflection at the free end of the beam shown
B
-5 m-
El = constant
E = 70 GPa
I = 2,340 (106) mm4
TE
15 kN/m
C
-4 m-
D
Transcribed Image Text:1. By using Area Moment Method, Determine the deflection at the midspan of the beamshown. -5 m- 30 kN/m 5 m El=constant E=200 GPa 1=1460x10 mm 180 KN B 2. By using Area moment Method, Determine the deflection at the free end of the beam shown B -5 m- El = constant E = 70 GPa I = 2,340 (106) mm4 TE 15 kN/m C -4 m- D
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