6IT. I 26KYm m A 7m f FM Sm B Use TME 180KN 1m 3m Gr JUM C fr E = 110 GPa I Det. a.) MB b.) Mc 0.8KM D c.) Mmax 0.3mm. clm = 2010 x 10 mm d.) RA e.) Rc
6IT. I 26KYm m A 7m f FM Sm B Use TME 180KN 1m 3m Gr JUM C fr E = 110 GPa I Det. a.) MB b.) Mc 0.8KM D c.) Mmax 0.3mm. clm = 2010 x 10 mm d.) RA e.) Rc
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Given
VIEWStep 2: Factors for the three-moment equation
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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
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