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mechanics materials

To determine the reactive forces and moments acting on a beam; express the shear and bending moment as functions of their positions along the beam; and construct shear and bending moment diagrams. The cantilever beam shown is subjected to a moment at A and a distributed load that acts over segment BC, and is foxed at C. Determine the reactions at the support located at C. Then write expressions for shear and bending moment as a function of their positions along the beam. Finally, use these expressions to construct shear and bending moment diagrams 5 kips/ft 120 kip-ft 8 ft 6 ft Part A . Reactions at support C ▼ Draw a free-body diagram of the beam on paper. Use your free-body diagram to determine the reactions at support C. Assume positive moments act counterclockwise.

Part A . Reactions at support C ▼ Draw a free-body diagram of the beam on paper. Use your free-body diagram to determine the reactions at support C. Assume positive moments act counterclockwise. Express your answer as integers separated by commas. 、View Available Hint(s) kips, kips, kip-ft Submit Part B - Shear and moment expressions as a function of x Six free-body diagrams and interval(s) are shown below. For the beam given, which one is correct? (Place the origin at the beams left end and assume positive internal shear and moment.) The term interval refers to the parts of the beam that will be cut in order to study the internal forces. 120 kip.ft 120 kip-ft r.

Part B Shear and moment expressions as a function of x Six free-body diagrams and interval(s) are shown below. For the beam given, which one is correct? (Place the origin at the beams left end and assume positive intermal shear and moment.) The term interval refers to the parts of the beam that will be cut in order to study the internal forces. 120 kip-ft 120 kip-ft 120 kip-ft s ft 5 ki s ft Interval 120 kip-ft 120 kip-ft 8 ft Interval Interval 8S14

120 kip-ft 120 kip-ft 20 kip ft Interval Interval Interval 0<x<8 ft 120 kip-ft 120 kip-ft 120 kip-ft 8 ft r-8 ft 8 ft Interval Interval 8 Sr< 14 ft

View Available Hint(s) Submit

Part C Shear and moment values for segment 1 Draw a free-body diagram of the segment (0 <8 ft on paper and calculate the internal shear, V, and moment, M, over this segment. Express your answers as integers separated by a comma. Assume positive moments act counterclockwise View Available Hint(s) kips, kip ft Submit Part D Shear and moment expressions for segment2 Draw a free-body diagram of the segment 8 < z < 14 ft on paper. Write expressions for the internal shear, V, and moment, M. over this segment. Express your answers in terms of separated by comma. Assume positive moments act counterclockwise View Availale Hint(s)

Part D- Shear and moment expressions for segment 2 Draw a ree-body diagram o the segment 8く 14 t on paper. Write express ons or the internal shear, V, and moment Express your answers in terms of σ separated by comma. Assume positive moments act counterclockwise over is segment. View Available Hint(s) kips, kip-ft Submit Part E-internal shear force diagram ▼

Part E-Internal shear force diagram Construct a shear force diagram using the expressions for the internal shear force. First, draw the lines of discontinuity. Then, plot the internal shear segments Draw the shear diagram on the grid provided. Begin by drawing the line(s) of discontinuity. A line of discontinuity is a vertical line through the point where the discontinuity occurs. Then, draw the functions between the lines of discontinuity. OTE Make sure you place only one vertical line at places that require a vertical line. If you inadvertently place 2 vertical lines at the same place, it will visually because the lines overlap, but the system will mark it wrong appear correct View Available Hintfs) + ลdd segment U reset ? help verticeine ore delete 5 kips/ft 120 kip-ft 210 kip-ft 8 ft 6 ft 30 kip

add vertical line off add segment Ureset ? help delete 5 kips/ft 210 kip-ft 120 kip-ft 8 ft 30 kip V (kips) 30 20- 10 d (feet) 10 14

30 kip V (kips) 30 20 10 d (feet) 10 12 14 -10 20 -30 40 Submit

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2 F 0 0 -(5x6)(으 s k αγ す %-8)

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