U_-_Relationships_Between_Load__Shear__a

3 draw sfd based on the calculated shear force from

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Unformatted text preview: ed on the calculated shear force from left to right 4. Calculate the bending moment along the member from left to right “Bending moment can be calculated as the area underneath the SFD” 5. Draw BMD based on the calculated bending moment from left to right EXAMPLE 1 EXAMPLE If P = 600 lb, a = 5 ft and b = 7 ft, draw the If SFD and BMD SFD SOLUTION 1 SOLUTION Solve for support reactions 600 lb RAX RAY 5 ft ∑ MA= 0; RBY(12) – 600(5) = 0; 7 ft RBY RBY = 250 lb ∑ FY = 0; RAY – 600 + 250 = 0; RAY = 350 lb ∑ Fx = 0; RAX = 0 SOLUTION 1 -Contd. SOLUTIO...
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