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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F894d1b39-019f-4203-911b-2fdb47d6e987%2F6f682b73-c6fc-4383-a8ac-52b8eb38ba55%2Fng5f9vv_processed.jpeg&w=3840&q=75)
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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