DEFLECTION OF BEAM BY AREA-MOMENT METHOD PLATE #3 10 KN 0.60m 0.60m 17.55 D 33.80 KN E 6.30m 10 KN 0.75m 0.75m 17.55 N 1.20m 1. Draw the shear and moment diagram and label their corresponding values. 2. Find the deflection at the point of zero shear. Use E= 200,000 MPa 1.50m I 1,034 x 10^6 mm^4 F

Structural Analysis
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Chapter2: Loads On Structures
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DEFLECTION OF BEAM BY AREA-MOMENT METHOD
PLATE #3
C
10 KN
0.60m 0.60m
17.55
33.80 K
E
6.30m
10 KN
0.75m 0.75m
17.55
KN
1.20m
1. Draw the shear and moment diagram and label their
corresponding values.
2. Find the deflection at the point of zero shear.
Use E= 200,000 MPa
1.50m
I 1,034 x 10^6 mm^4
F
Transcribed Image Text:DEFLECTION OF BEAM BY AREA-MOMENT METHOD PLATE #3 C 10 KN 0.60m 0.60m 17.55 33.80 K E 6.30m 10 KN 0.75m 0.75m 17.55 KN 1.20m 1. Draw the shear and moment diagram and label their corresponding values. 2. Find the deflection at the point of zero shear. Use E= 200,000 MPa 1.50m I 1,034 x 10^6 mm^4 F
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