Solve for the midspan deflection using DOUBLE INTEGRATION METHOD Assume: Assume the beam is rectangular with b = 254 mm and h = 701 mm.   P = 44 kN, w = 6 kN/m, L = 5 m, E = 20 GPa. Make sure to draw your beam showing the given load values and length, elastic curve, tangent lines and moment diagram by parts with complete labels, as required by each method.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Solve for the midspan deflection using DOUBLE INTEGRATION METHOD

Assume: Assume the beam is rectangular with b = 254 mm and h = 701 mm.

 

P = 44 kN, w = 6 kN/m, L = 5 m, E = 20 GPa.

Make sure to draw your beam showing the given load values and length, elastic curve, tangent lines and moment diagram by parts with complete labels, as required by each method.

L/4
W
-L/2
L/4
P
Transcribed Image Text:L/4 W -L/2 L/4 P
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