Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- A 1,400-N uniform boom at o 63.5° to the horizontal is supported by a cable at an angle 0 = 26.5° to the horizontal as shown in the figure below. The boom is pivoted at the || bottom, and an object of weight w = 2,050 N hangs from its top. w Pivot (a) Find the tension in the support cable. 1.41 Your response differs from the correct answer by more than 10%. Double check your calculations. kN (b) Find the components of the reaction force exerted by the pivot on the boom. (Assume the positive x-direction is to the right and the positive y-direction is upward. Include the sign of the value in your answer.) 1.26 horizontal component Your response differs from the correct answer by more than 10%. Double check your calculations. kN vertical component 2.75 kNarrow_forward223arrow_forwardReferring to the figure, block A and B have masses of 14 kg and 9 kg respectively. A horizental rope connects block B to the wall. If the coefficient of friction between block A and block B is 0.25 and between block A to the floor is 0.33 , determine the force P required to cause the motion of block A to impend, and determine the normal force force acting on block A (NA).arrow_forward
- Can you please answer this questionarrow_forwardA horizontal force P acts on the top of the 30 N block having a width of 25 cm and a height of 50 cm. If the coefficient of friction between the block and the plane is 0.33. a. What is the value of P for motion to impend? b. Is the motion will impend due to overturning?arrow_forwardA 8 m beam is fixed at one end, and hinged at the other end. The beam has constant (EI) and the load on the beam is illustrated as shown in Figure 1. Using the finite difference method, determine deflections in the beam. Take h=Ax =L/4. 9, = 40 kN/m 6m Constant El 12 m Figure 1 Find the magnitude and the location of maximum deflection of the beam in Figure 1, and then compare the results with the exact solution. If the section of the beam changed with the length, as displayed in the Figure 2, find new deflection values in this case? 50 mm 50 mm 50 mm 30 mm Figure 2arrow_forward
- Draw the shear-force and bending-moment diagrams for the simply supported beam shown. Determine the bending moment 5.3 m to the right of point Aif W = 9.8 kN/m, T = 17.74 kNm, m = 11.6 m, and n = 5.9 m. Round off the final answer to four decimal places. W T mmm. C A B m n →arrow_forwardShow complete and detailed solution. Show FBD of the figure. What is the smallest mass of B to make the system in equilibrium while neglecting the friction between the string and the ramp? Mass of Block A = 45kg Coefficient of Block A, Block B, and Ramp C = 0.10arrow_forwardOne end of a uniform wooden beam of length L and weight W is set on a rough floor. A support wire is attached to the beam at a distance of 4L from the other end. The support wire is run horizontally and attached to a post. In this configuration, the beam makes angle e with respect to the vertical. When a ball of weight W is hung at the end of the beam, the bottom of the beam does not slip. Derive an expression for the magnitude T of the tension in the support wire in terms of relevant system parameters. 4L W L W W tan O2W tan 0 Wetne O2Wctne Өarrow_forward
- A 1,100–N uniform boom at ? = 58.0° to the horizontal is supported by a cable at an angle ? = 32.0° to the horizontal as shown in the figure below. The boom is pivoted at the bottom, and an object of weight w = 2,050 N hangs from its top. Answer parts a-b.arrow_forwardcomplete solution with illustration, thanks.arrow_forwardSHOW COMPLETE SOLUTION Two blocks A and B of weights WA and WB respectively rest on a rough inclined plane and are connected by a short piece of string as shown in the attached figure. If the coefficients of friction between the blocks and the plane are respectively nA = 0.2 and nB = 0.3, find (a) the angle of inclination of the plane for which sliding will impend, and (b) tension in the string.Take WA = WB = 20 N.arrow_forward
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