If the vertical reaction forces at B and D are; By = 16387 lb and Dy = 2253 lb, determine the following: (a) Determine the Shear Force at the following points: x = 4.4 ft. (-) (i.e. just to the left of point B). Answer in pounds and round-off to integer. (b) Determine the Shear Force at the following points: x = 4.4 ft. (+) (i.e. just to the right of point B). Answer in pounds and round-off to integer. (c) Determine the Shear Force at the following points: x = 13.2 ft. (-) (i.e. just to the left of point C). Answer in pounds and round-off to integer. (d) Determine the Shear Force at the following points: x = 13.2 ft. (+) (i.e. just to the right of point C). Answer in pounds and round-off to integer. (e) Determine the bending moment at point C. Answer in lb.ft and round-off to integer.
If the vertical reaction forces at B and D are; By = 16387 lb and Dy = 2253 lb, determine the following:
(a) Determine the Shear Force at the following points:
x = 4.4 ft. (-) (i.e. just to the left of point B). Answer in pounds and round-off to integer.
(b) Determine the Shear Force at the following points:
x = 4.4 ft. (+) (i.e. just to the right of point B). Answer in pounds and round-off to integer.
(c) Determine the Shear Force at the following points:
x = 13.2 ft. (-) (i.e. just to the left of point C). Answer in pounds and round-off to integer.
(d) Determine the Shear Force at the following points:
x = 13.2 ft. (+) (i.e. just to the right of point C). Answer in pounds and round-off to integer.
(e) Determine the bending moment at point C. Answer in lb.ft and round-off to integer.
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