2P 2w M A L - 0.5L + 0.5L 0.5L 0.5L L- For the loading diagram, draw the Shear (V) and Bending Moment (M) diagrams. The reactions of the beam are Ay= 36.33 Ib (up) and By= 35.67 lb (up). w= 3 Ib/ft, P= 10 lb, L= 4 ft, M=25 lb*ft What is the maximum absolute value for shear? Ib (numerical answer only, to one decimal place) What is the maximum absolute value for moment? Ib-ft (numerical answer only, to one decimal place) How many load regions are in the loading diagram? In the first load region 0
2P 2w M A L - 0.5L + 0.5L 0.5L 0.5L L- For the loading diagram, draw the Shear (V) and Bending Moment (M) diagrams. The reactions of the beam are Ay= 36.33 Ib (up) and By= 35.67 lb (up). w= 3 Ib/ft, P= 10 lb, L= 4 ft, M=25 lb*ft What is the maximum absolute value for shear? Ib (numerical answer only, to one decimal place) What is the maximum absolute value for moment? Ib-ft (numerical answer only, to one decimal place) How many load regions are in the loading diagram? In the first load region 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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