E-164. Draw the shear and moment diagrams. 72 lb/ft 120 lb 50 lb/ft 6' 3'

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E-164. Draw the shear and moment diagrams. 72 lb/ft 120 lb 50 lb/ft 6 3

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Answer 1

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Giveo 3 Re 120ナ08 300-528 lb冫 ._① Re (1)345 528 39 RA = 144 lb) ラ RA = 528-RC - or section A8 12.x (15) at e=0 3 Bending mo 12lb Bending meounf rn . ( 120 χ M36o lb.ft 50 χ 126 lb 120+50x-38 y Bending momant: (123t2 -25 +264 r36o Μηχ us maximum) at SEO SFD- 14 46 2ol 2o lb 3C 1b -264 6 -360

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Answer 2

E-164. Draw the shear and moment diagrams. 72 lb/ft 120 lb 50 lb/ft 6' 3'

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E-164. Draw the shear and moment diagrams. 72 lb/ft 120 lb 50 lb/ft 6' 3'

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Add Answer to: E-164. Draw the shear and moment diagrams. 72 lb/ft 120 lb 50 lb/ft 6' 3'

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E-164. Draw the shear and moment diagrams. 72 lb/ft 120 lb 50 lb/ft 6' 3'