Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- The beam of negligible weight is supported horizontally by two springs. The beam is horizontal and the springs are unstretched when the load is removed. Suppose that k₁=1.5 kN/m and ka 2.6 kN/m (Egure 1) Figure 600 N/m 3 m 1 of 1 D Y Part A Determine the angle of tit of the beam when the load is applied Express your answer using three significant figures. Η ΑΣΦ 0= Submit Provide Feedback Request Answer vec 5 Iarrow_forwardThe beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m. Before the load is applied, the beam hangs level. Use E = 200, 000MPa and a = 11.7 m m°C . Neglect bending of the beam. A=640mm2 A=320mm2 A C D 1.2 m 0.8 m 1.2 m V 54KN What is the vertical displacement of D in mm, if the temperature rises 50° C?arrow_forward1.1arrow_forward
- The answers are: 1. 866 2. 187 3. 238 Please show your solution.arrow_forwardI am having trouble answering this question, particularly for the angle which the tested answers I have tried are below. 54.5, -54.5, 54.46, -54.46arrow_forwardIf the resultant (single equivalent force) of the two forces and couple M passes through point O, determine M. 125 mm 50° 125 mm M- 40 of 300 N -175 mm 410 N Answer: M = N•marrow_forward
- The cylinder is subjected to a load that has a weight W. If the coefficients of rolling resistance for the cylinder’s top and bottom surfaces are aA and aB, respectively, show that a horizontal force having a magnitude of P = [W(aA + aB )]/2r is required to move the load and thereby roll the cylinderforward. Neglect the weight of the cylinder.arrow_forward1. A homogeneous hemisphere of weight W and radius a rests on a perfectly smooth horizontal table as shown. One edge at D is tied to a point B on the table by means of a light inextensible string of length b (barrow_forward(2) 1000 mm 500 mm (1) 750 mm Try One 430 mm Try One 40 kN scene 14 of 14 Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, ― = compression) Also, determine the deflection of the rigid bar in the x direction at C. (+ = right, - = left) Bar properties 710 mm A₁ = 720 mm² answers E1 90 GPa -24.65 F1 KNX X M> A₂ = 260 mm² E2 = 100 GPa -17.13 F2 KNX -34.24 01 MPa -65.90 02 MPa -0.46 VC mmX 1st 2nd 3rd attemptarrow_forwardarrow_back_iosSEE MORE QUESTIONSarrow_forward_ios
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