R1 R2 12.289KN/m 2.55375m R3 0.44625m 4m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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weight = 3758.0678Kg 

Leght is given the the FBD

Inirta is = 39.2(10^6)mm^6 

Gpa = 200

 

Please calculate the maximum deflection on the beam with you own sellected fomular that matches the digram 

[Fy=0
R1
Ma=0
R2
Reaction forces calculation
ΣFx= 0
12.289KN/m
R1+0=0
R1 = 0
R2 - 12.289x3+R3 = 0
R2 - 12.2893x3+21.65460
R2 = 15.2124 KN
R3x2.55375 - 12.289 x 3ײ=0
2.55375R3 = 55.3005
R3 21.6546KN
2.55375m
R3
0.44625m
4m
Transcribed Image Text:[Fy=0 R1 Ma=0 R2 Reaction forces calculation ΣFx= 0 12.289KN/m R1+0=0 R1 = 0 R2 - 12.289x3+R3 = 0 R2 - 12.2893x3+21.65460 R2 = 15.2124 KN R3x2.55375 - 12.289 x 3ײ=0 2.55375R3 = 55.3005 R3 21.6546KN 2.55375m R3 0.44625m 4m
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