MECHANICS OF MATERIALS
11th Edition
ISBN: 9780137605521
Author: HIBBELER
Publisher: RENT PEARS
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Textbook Question
Chapter 12, Problem 7RP
Determine the reactions, then draw the shear and moment diagrams. Use the moment-area theorems. El is constant.
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Chapter 12 Solutions
MECHANICS OF MATERIALS
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Ch. 12.2 - The pipe can be assumed roller supported at its...Ch. 12.2 - Determine the equations of the elastic curve for...Ch. 12.2 - Determine the equations of the elastic curve using...Ch. 12.2 - Determine the maximum deflection of the solid...Ch. 12.2 - Determine the equation of the elastic curve using...Ch. 12.2 - Determine the equations of the elastic curve using...Ch. 12.3 - The shaft supports the two pulley loads shown....Ch. 12.3 - Determine the equation of the elastic curve, the...Ch. 12.3 - Determine the equation of the elastic curve and...Ch. 12.3 - Determine the maximum deflection of the...Ch. 12.3 - Prob. 45PCh. 12.3 - Prob. 46PCh. 12.3 - Prob. 47PCh. 12.3 - Prob. 48PCh. 12.4 - Determine the slope and deflection of end A of the...Ch. 12.4 - Determine the slope and deflection of end A of the...Ch. 12.4 - Determine the slope and deflection of end A of the...Ch. 12.4 - Determine the slope and deflection at A of the...Ch. 12.4 - Prob. 11FPCh. 12.4 - Determine the maximum deflection of the simply...Ch. 12.4 - Determine the slope and deflection at C. El is...Ch. 12.4 - Prob. 54PCh. 12.4 - The composite simply supported steel shaft is...Ch. 12.4 - Determine the maximum deflection of the...Ch. 12.4 - Prob. 60PCh. 12.4 - Determine the slope at A and the maximum...Ch. 12.4 - Determine the displacement of the 20-mm-diameter...Ch. 12.4 - The two force components act on the tire of the...Ch. 12.4 - Determine the slope at B and deflection at C. El...Ch. 12.4 - Prob. 79PCh. 12.5 - The W10 15 cantilevered beam is made of A-36...Ch. 12.5 - The W14 43 simply supported beam is made of A992...Ch. 12.5 - The W14 43 simply supported beam is made of A992...Ch. 12.5 - The W14 43 simply supported beam is made of A-36...Ch. 12.7 - Determine the reactions at the supports A and B,...Ch. 12.7 - Determine the reactions at the supports A, B, and...Ch. 12.7 - Determine the reactions at the supports A and B,...Ch. 12.7 - The beam has a constant E1I1 and is supported by...Ch. 12.8 - Determine the reaction at the supports, then draw...Ch. 12.9 - Determine the reactions at the fixed support A and...Ch. 12.9 - Determine the reactions at the fixed support A and...Ch. 12.9 - Determine the reactions at the fixed support A and...Ch. 12.9 - Determine the reaction at the roller B. EI is...Ch. 12.9 - Determine the reaction at the roller B. EI is...Ch. 12.9 - Determine the reaction at the roller support B if...Ch. 12.9 - Determine the reactions at the journal bearing...Ch. 12.9 - Determine the reactions at the supports, then draw...Ch. 12.9 - Determine the reactions at the supports, then draw...Ch. 12.9 - The rim on the flywheel has a thickness t, width...Ch. 12.9 - Determine the moment developed in each corner....Ch. 12 - Determine the equation of the elastic curve. Use...Ch. 12 - Draw the bending-moment diagram for the shaft and...Ch. 12 - Determine the moment reactions at the supports A...Ch. 12 - Specify the slope at A and the maximum deflection....Ch. 12 - Determine the maximum deflection between the...Ch. 12 - Determine the slope at B and the deflection at C....Ch. 12 - Determine the reactions, then draw the shear and...Ch. 12 - El is constant.Ch. 12 - Using the method of superposition, determine the...
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- Calculate for the support reactionsP=51 -Plot the shear diagram-Plot the moment diagramarrow_forwardQ4:Draw the shear force and bending moment diagram for beam shown below. A 3 15 KN 3 m 6 m 9 m Barrow_forwardFor the beam shown, derive the expressions for V and M; plot the shear force and bending moment diagrams.shear force and bending moment diagrams.arrow_forward
- 5. Draw the shear force for the beam shown. Label all significant points on the diagram and clearly distinguish straight-line and curve portions of the diagram. The ground reactions are Ay = 340 kN upward, Cx = 0 and Cy = 620 kN upward 160 kN 120 kN/m 50 kN/m C -5 m- -2 m- -2 marrow_forward4. Find the reactions at B and D. Weight of the beam is 300 N/m. TIM 400 N/m <-2m-1m Pe=400 N 200 N/m 4 m D 2marrow_forward8 kN/m 9m 6 m B C 4 kN/m Show Transcribed Text Determine the reactions at the supports using the force method. Moreover, draw the moment diagram. El is constant.arrow_forward
- The shear-force diagram for a beam is shown in the figure. Assuming that no couples act as loads on the beam, determine the forces acting on the beam and draw the bending-moment diagram.arrow_forwardThe shear-force diagram for a simple beam is shown in the figure. Determine the loading on the beam and draw the bending-moment diagram, assuming that no couples act as loads on the beam.arrow_forwardFor the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 7 kN, V2 = 7 kN, V3 = 100 mm, and V4 = 1300 mm. ATAT V3 (mm) O Provide values at all key points shown in the given shear-force and bending-moment diagrams. (mm) A с B Reaction force R₁ (left) = E D 0.00 F +V 0.00 X (mm) 7 kN and reaction force R₂ (right) = P 7 kN. Q 0.00arrow_forward
- B2arrow_forwardde The beam shown supports a load that varies uniformly from 250 N/m at the left end to 0 N/m at the right end. The lengths of the beam segments are d₁=2 m, d₂ = 2 m, and d₂ = 8 m. Reactions Determine the reactions at pin A and roller C. Let positive values indicate upward forces. A= C= Internal Load Determine the internal shear and bending moment at a section passing through point D. Use the standard convention for the meaning of positive shears and bending moments. VD= Mp=arrow_forwardPlease include the free body diagram.arrow_forward
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