8m L=6m I AM B 200KN 2m 1 2m 1 вкнут L=Sm Imm D A 1.5m с Use TME E = 2006 Pa = 1500 x 106mm 4 Det. a.) MA b.) MB c.) Rc d.) Mmax e.) Sp in mm Iz =
8m L=6m I AM B 200KN 2m 1 2m 1 вкнут L=Sm Imm D A 1.5m с Use TME E = 2006 Pa = 1500 x 106mm 4 Det. a.) MA b.) MB c.) Rc d.) Mmax e.) Sp in mm Iz =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Given
VIEWStep 2: Simplifying the given beam
VIEWSolution
VIEWStep 3: Span A'AB
VIEWStep 4: Span ABC
VIEWStep 5: Determination of 3 moment factor for partial uvl
VIEWStep 6: Final 3 moment equation for Span ABC
VIEWStep 7: Determination of support moments
VIEWStep 8: Free body diagram
VIEWStep 9: Deflection at D
VIEWStep 10: Deflection at D
VIEWStep by step
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