PEARSON ETEXT ENGINEERING MECH & STATS
15th Edition
ISBN: 9780137514724
Author: HIBBELER
Publisher: PEARSON
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Refer to the figure, what is the reaction at pin C in kN?
9
please answer the problems, the answer is already given i just need the solution
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8. Sketch the bending moment diagrams for the machine members shown below:
-10"
2000 lb
1000 lb
48"
Cable
24" Dia.
Pulley-
60"
27
800 lb
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- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.arrow_forwardRepeat Problem 9,5-15 for the anti-symmetric loading shown in the figure.arrow_forwardPipe 2 has been inserted snugly into Pipe I. but the holes Tor a connecting pin do not line up; there is a gap s. The user decides to apply either force P:lo Pipe I or force P-, to Pipe 2, whichever is smaller. Determine the following using the numerical properties in the box. (a) If only P{is applied, find Pt{tips} required to close gap s; if a pin is then inserted and Ptremoved, what are reaction forces RAand RBfor this load case? (b) If only P2is applied, find P2{kips) required to close gap a; if a pin is inserted and P2removed, what are reaction forces R^ and RBfor this load case? (c) What is the maximum shear stress in the pipes, for the loads in parts (a) and (b)? (d) If a temperature increase IT is to be applied to the entire structure to close gaps{instead of applying forces Ptand P2), find the AT required to close the gap. If a pin is inserted after the gaphas closed, what are reaction forces .''.', and RBfor this case? (e) Finally, if the structure (with pin inserted) then cools to the original ambient temperature, what are reaction forces Rtand Parrow_forward
- Statics and Equilibrium Draw and label a complete FBD of each beam Solve for the reaction forces (support forces) for each beam. Clearly label the forces (with units) in your answerarrow_forward5 - note: ignore weight of the bar.A) ( - 6/7)T(CB) + A(y)=0 (A=reaction force at A, A(x), A(y), A(z) are components of force A)B) (2/7)T(CB)+A(x)=392 (A=reaction force at A, A(x), A(y), A(z) are components of force A)C) A(x)=2A(y) (A=reaction force at A, A(x), A(y), A(z) are components of force A)D) A(x)=5A(z) (A=reaction force at A,A(x), A(y), A(z) are components of force A)arrow_forwardThe subject is Mechanics of Deformable Bodies. Please answer problem 1 to 5 because this is my last expert question. Please. I'm begging you please thank youarrow_forward
- Q5arrow_forward3-12 5) Use the method of sections to find the true magnitude and direction in bar DB of the truss. Hint( Joint C is in equilibrium) B A 45° 4' 4' D -100 lbs FREE BODY DIAGRAM LOADED SECTION True magnitude and direction of DB by section analysisarrow_forwardANSWER THE FIFTH PROBLEM ONLYarrow_forward
- 5-4. Determine the load in member CH of the truss shown in Figure P5-4. 6 kips 15 kips BY CY D 20¹ 20 H 20 G 20'. FIGURE P5-4 Aarrow_forwardFind the reaction forces for the following problemsarrow_forwardThe inclined beam represents a ladder with the Following applied loads: the weight (W) of the house painter and the distributed weight (u) of the ladder itself. Find support reactions at A and B: then plot axial force (N), shear (V), and moment (M) diagrams. Label all critical N, V, and M values and also the distance to points where any critical ordmates are zero. Plot N, V, and M diagrams normal to the inclined ladder. Repeat part (a) for the case of the ladder suspended from a pin at B and traveling on a roller support perpendicular to the floor at A.arrow_forward
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