(a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show locations where shear passes through zero. W = 1300 ib/Ft 6O00 Ib 4000 Ib 6 Ft 10 FE 4 ft 20 Ft Ri Free-body diagram
(a) On each sheet of engineering paper reserved for analysis, calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body diagram, neatly draw the related shear diagram directly below the associated free-body diagram. The shear diagram should be located in the middle one-third of the page. Reserve the bottom one-third of the sheet for the bending moment diagram introduced in Chap- ter 12. Be sure to show locations where shear passes through zero. W = 1300 ib/Ft 6O00 Ib 4000 Ib 6 Ft 10 FE 4 ft 20 Ft Ri Free-body diagram
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a) Calculate the vertical shear specific to that member at appropriate intervals across the length of the free-body diagram. Be sure to solve for locations where shear passes through zero.
b) Draw the related shear diagram. Show locations where shear passes through zero.
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