5-17. Determine the reactions at the roller A and pin B. Problem 5-17 450 N B 4 m
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- 140 lb 12 lb/in. 8 in. Problem 5-54 what are the values of the reaction forces O r1=150KNM r2=177KN O r1=177KN, r2=150KN O r1=177.9167N, r2=157.0833KN O r1=171.9KN, r2=150KNA polyethylene tube (length L) has a cap that when installed compresses a spring (with under-formed length L1) by an amount ?? = (L1 = L). Ignore deformations of the cap and base. Use the force at the base of the spring as the redundant. Use numerical properties given in the boxes. (a) What is the resulting Force-in the spring, Fk? (b) What is the resulting Force in the tube, Ftl (c) What is the filial length of the tube, Lf? (d) What temperature change ?T inside the tube will result in zero force in the springThe 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.
- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.5-68. When the hand clamping force of 300 N is applied, the spring-loaded toggle bar locks on horizontal bar of the clamp shown (Figure P5-68). This produces motion of the slidi he tion to the right and a clamping force P. Determine the clamping force P and the reactions at points C and D. 10 - 40 mm mm 45 mm B 3 mm 9 mm A D 10 mm Spring 50 mm Hand Force FIGURE P5-68Problem Statement Based on Problem 5-11 from the textbook. Determine the reactions at the supports. W=430 N/m a=3.3 m b=1.5 m a W B
- 6-32. Member CD has ball and socket connections at each end (Figure P6-32). Determine (a) the reaction components at A and B and (b) the load in member CD. 8 kN 2 m 2m 2 3 m 4 m. A B A, = 2.14 kN→ A, = 9.27 kN 7 B = 0 A, = 5.71 kN ↑ B, = 2.04 kN t B, = 2.85 kN / CD 0.611 kN C5-11. Determine the reactions at the supports. Problem 5-11 5 -3 m 400 N/m -3 m B5-4. 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 A
- Problem Statement Based on Problem 5-40 from the textbook. Determine the stiffness k of each spring so that the applied force F cause the bar to tip0 = 15 degrees when the force is applied. Originally the bar is horizontal and the springs are unstretched. Neglect the weight of the bar. C F a www B b F=15N a=1.0 m b=1.8mProblem Statement Based on Problem 5-40 from the textbook. Determine the stiffness k of each spring so that the applied force F cause the bar to tip0 = 15 degrees when the force is applied. Originally the bar is horizontal and the springs are unstretched. Neglect the weight of the bar. C F a www B b F=35N a=0.8 m b=1.7 m 7 www6-40 An angle bracket is loaded and supported as shown in Fig. Determine the reactions at supports A and B. B 100 mm 500 N 100 mm 220 mm 350 N