questions in the subsequent parts of this GO exercise. P W Mp E a a a a Part 1 Calculate the reaction forces A, and E, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A, = 0, it has been omitted from the free-body diagram.) P W Mp E Ay Ay = Ey = a a Pr apd B a C C a D a lb lb Ey a F X
Determine the shear force acting at each of the following locations: (a) x = 6.0 ft (i.e., just to the left of point B) (b)x= 12.0+ ft (i.e., just to the right of point C) (c) x = 24.0 ft (i.e., just to the left of support E) (d) x = 24.0+ ft (i.e., just to the right of support E) (e) x = 30.0 ft (i.e., just to the left of point F) - When entering your answers, use the shear-force sign convention. (a) V = i lb (b) V= lb (c) V = lb (d) V = lb (e) V = Mi F i lb
Determine the bending moment acting at each of the following locations: (a) x = 6.0 ft (i.e., at point B) (b) x = 12.0 ft (i.e., at point C) (c) x = 18.0 ft (i.e., just to the left of point D) (d) x = 18.0 + ft (i.e., just to the right of point D) (e) x = 24.0 ft (i.e., at point E) When entering your answers, use the bending moment sign convention. (a) M = lb-ft (b) M = lb-ft (c) M = lb-ft (d) M = lb-ft (e) M = lb-ft Mi IM M. Mi
Consider the entire beam and determine the maximum positive bending moment and the location at which it occurs. Use the bending moment sign convention. M = i lb-ft X = i eTextbook and Media Attempts: unlimited Submit Answer Save for Later Part 5 Consider the entire beam and determine the negative bending moment with the largest absolute value. Use the bending moment sign convention, so enter a negative value. M = lb-ft X = Mi ft ft
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.0 ft, w = 215 1b/ft, Mp= 7000 lb-ft, and P = 800 lb. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.0 ft, w
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