For the beam and loading shown: 25 kips 2.25 kips/ft B D 6 ft 3 ft 12 ft 1. Draw the shear and bending-moment diagrams (

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answerhappygod
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For the beam and loading shown: 25 kips 2.25 kips/ft B D 6 ft 3 ft 12 ft 1. Draw the shear and bending-moment diagrams (

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For The Beam And Loading Shown 25 Kips 2 25 Kips Ft B D 6 Ft 3 Ft 12 Ft 1 Draw The Shear And Bending Moment Diagrams 1
For The Beam And Loading Shown 25 Kips 2 25 Kips Ft B D 6 Ft 3 Ft 12 Ft 1 Draw The Shear And Bending Moment Diagrams 1 (81.54 KiB) Viewed 18 times
For the beam and loading shown: 25 kips 2.25 kips/ft B D 6 ft 3 ft 12 ft 1. Draw the shear and bending-moment diagrams (need to show all calculations in detail). 2. Determine the maximum absolute value (a) of the shear and (b) of the bending moment. 3. Knowing that the allowable normal stress for the steel used is allowable=24 ksi, select the most economical S-shape beam to support the loading shown. 4. The ultimate stress of the S-shape beam you selected is ultimate = 58 ksi, what is the factor of safety of your design? (Hint: F.S. = ultimat/max). Comment on how safe your beam design is.
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