Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- ئarrow_forwardThe Steel rod. E = 210 GPa, has a diameter of 35 mm. If it is subjected to the forces shown, determine the displacement (mm) of the end Cwith respect to the fixed support at A. 30 AN 90 N 30KN 60mmarrow_forwardThe bar DA is rigid and is originally held in the horizontal position. The wires are made of 304 stainless steel and have a diameter of 0.04 in. The weight W causes B to displace downward 0.06 in. Determine the downward displacement at C (in inches). E 5 ft 2 ft- 6 ft B A 6 ft Warrow_forward
- < Title A (-7,-2) y, 44 1 5. The 1800-N force F is applied to the end of the I-beam. Express Fas a vector using the unit vectors I and j. F₁ = 3 kips 30° AL 45° B (8,6) F = 3000 lb --x, ft 6. The two structural members, one of which is in tension and the other in compression, exert the indicated forces on joint O. Determine the magnitude of the resultant R of the two forces and the angle which R makes with the positive x-axis 3 kN A F = 1800 N 7. The two forces shown act at point A of the bent bar. Determine the resultant R of the two forces 30° Q : ,2 kN F₂= 7 kips 8. The guy cables AB and AC are attached to the top of the transmission tower. The tension in cable AB is 8 kN. Determine the required tension Tin cable AC such that the net effect of the 1/17 2/17arrow_forwardIf P = 23.6 and M = 5.28, Determine the Axial Force at point B of the Beam shown. Min koft B A 2¹- 4' Round your answer to 2 decimal places. N 2₁ C Pink idarrow_forwardThe 6m long steel shaft has a torque of 12 kN-m applied at the free end. The angle of twist of the shaft is limited to 3". Find the diameter of the shaft. Use G = 75 GPa. 12 AN - m Oa. 75 mm Ob. 102 mm O. 130 mm Od.250 mmarrow_forward
- When the three forces acting on the quarter-circular plate are replaced byan equivalent force-couple system with the force acting at point D, the resultantcouple is zero. Determine P and the angle θ.arrow_forward٤:٢٠ ٥ H-W: Ⓒ Analyze the 0 using S. D. M. Support by 69 beam to find reactions of draw B.M.D support C settles by 5mmd ; O by 62 and support Eratode EL ..const.. C Ef Symmetric € 4m O=OC ²² Ob - Od = ? A rotate by 7 Af * 5m b . * 4m 5marrow_forwardQ2/ Determine the resultant moment of the force about point C F =400N 100 N D 30 A 45° 0.3m B 100 N 0.4m tozm 0.2 marrow_forward
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