SIT. I 26KYm A 7m f from Sm B Use TME 180KN Im sm Harr f E = 110 GPa I=2010 x 10 mm²¹ Det. 3M a.) MB flm b.) Mc 0.8K D c.) Mmax 0.3mm. d.) RA e.) Rc
SIT. I 26KYm A 7m f from Sm B Use TME 180KN Im sm Harr f E = 110 GPa I=2010 x 10 mm²¹ Det. 3M a.) MB flm b.) Mc 0.8K D c.) Mmax 0.3mm. d.) RA e.) Rc
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
STRUCTURAL THEORY
USE THREE MOMENT EQUATION METHOD
Transcribed Image Text:617.1
26 крут
A
7m 5m
B
Use TME
180KN
Im 3m fimm
ma
0.8K D
0.3mm.
E = 110 GPa
I=2010 x 10 mm²
Det.
a.) MB
b.) Mc
c.) Mmax
d.) RA
e.) Rc
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Step 1: Given
VIEWStep 2: Factors for the three-moment equation
VIEWSolution
VIEWStep 3: 3 moment equation for span ABC
VIEWStep 4: 3 moment equation for span ABC
VIEWStep 5: 3 moment equation for span BCD
VIEWStep 6: 3 moment equation for span BCD
VIEWStep 7: Determination of span moments
VIEWStep 8: Free body diagram
VIEWStep 9: Support reactions
VIEWStep 10: Maximum moment
VIEW
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