C 3m А B 4m
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For the truss shown, determine the vertical displacement of joint A in mm. Use E= 200 kN and A= 6000 mm2
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- 3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KNDetermine the vertical displacement of joint C of the truss as shown. Assume that A = 0.5 in2 and E = 29(103) ksi.Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
- Compute vertical displacement of E if: 100 kips acts dowmward at A A unit force acts down at EFor the truss in Figure P8.12, compute the vertical displacement at joint G. The area of all bars = 5 in.2 , and E = 29,000 kips/in.2(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
- 10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.The horizontal component for the 60 kN force is? a. 51.96 kN b. 45.94 kN c. 55.96 kN d. 35.96 kN The vertical component for the 60 kN force is? a. 20 kN b. 25 kN c. 30 kN d. 35 kNIf Mz = 545 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 10 in. b = 14 in. d = 35 in. r = 5 in. The centroid of the cross section is located 16.07 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 44269 in.4.
- Q1) For the force system shown in figure, 1) Find the angle (¢) so that the resultant of these forces will be vertical. 45 kN S5 kN 3mA truss is loaded with nodal force at C as shown TOS-003. If the truss members have identical rectangular section of 5 cm x 8 cm, with E = 70 GPa, compute the vertical displacement at joint C .Determine the magnitude of the projectedcomponent of the force F = 300 N acting along line OA.