weight = 3758.0678Kg Leght is given the the FBDInirta 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=0R1Ma=0R2Reaction forces calculationΣFx= 012.289KN/mR1+0=0R1 = 0R2 - 12.289x3+R3 = 0R2 - 12.2893x3+21.65460R2 = 15.2124 KNR3x2.55375 - 12.289 x 3×²=02.55375R3 = 55.3005R3 21.6546KN2.55375mR30.44625m4m

Answered: Image /qna-images/answer/97b82421-59e6-4041-94db-5570a5ec0260.jpg

Answered: R1 R2 12.289KN/m 2.55375m R3 0.44625m…

Engineering

Civil Engineering

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

Problem 1P

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Question

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 3×²=0
2.55375R3 = 55.3005
R3 21.6546KN
2.55375m
R3
0.44625m
4m

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