Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Find the pressure (P) on the wall due to the collision of the water when exiting the pipe
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- The radius of the tube is 1.3 mm. The surface tension of water at 20°C is equal to 0.0728 N/m. The water-glass interface is 73°. Compute the capillary rise.arrow_forwardA solid aluminum [E = 70 GPa; a = 22.5 x 10-6/°C] rod (1) is connected to a solid bronze [E = 100 GPa; a = 16.9 x 10-6/°C] rod (2)vat flange B as shown. Aluminum rod (1) has an outside diameter of 42 mm, and bronze rod (2) has an outside diameter of 128 mm. The bars are unstressed when the structure is assembled at 30°C. After the 300-kN load is applied to flange B, the temperature increases to 45°C. Determine the normal force in rod (1). A) 44.3 KN (C) B) 30.5 KN (C) C) 32.5 KN (C) (D) 41.4 KN (C) A (1) 2.6 m 150 kN 150 kN B Imarrow_forwardwater 3cm D=5 cm Mereury The tank in the has a 5 cm diameter plug at the bottom.on the rrght. All fluids are at zóc The Plag will pup out if the hydrestatic force is 30 for this condition what will be the readineg h ont Meicury mahometer on the left side2arrow_forward
- A) Bar AB is 60mm x 10 mm thick, E = 65 GPa, a1 = 9.5 x 10-6/°C. B) Bar BC is 20mm in diameter, E = 170 GPa, a2 = 7.5 x 10-6/°C.arrow_forwarddetermine reactions at A, B, and E? 6 KN 8 KN N/m B D E |-2m- 2 m -- 2 m - 4m -- 4marrow_forward1. The assembly consists of two sections of galvanized steel pipe connected together using a reducing coupling at B. The smaller pipe has an outer diameter of 0.75 in. and an inner diameter of 0.68 in., whereas the larger pipe has an outer diameter of 1 in. and an inner diameter of 0.86 in. If the pipe is tightly secured to the wall at C, determine the maximum shear stress in each section of the pipe when the couple is applied to the handle of the wrench. 6 in. 15 lb 8 in. B 15 lbarrow_forward
- Q3: . A crank built up from cylindrical sections by welding required a loading of 250 lb to overcome the resistance when in the post- tion shown. (a) Compute the maximum normal and shear stresses induced in the section A-A. (b) Determine the maximum shear stresses induced in parts I, II, and III. Ans. (a) (max) = 29,000 psi, T(max) = 15,000 psi (b) 10,550 psi for part I, 6880 psi for II, 15,000 psi for III --A III II 1 Dia. Dia. Fig. 2-38 250 lb 150 "Dia.arrow_forwardplease answer question below step by step fill in all blanks v and m diagram fbd and final fbdarrow_forwardA pressure vessel of 10-in. inner diameter and 0.25-in. wall thickness is fabricated from a 4-ft section of spirally welded pipe AB and is equipped with two rigid end plates. The gage pressure inside the ves-sel is 300 psi, and 10-kip centric axial forces P and P′ are applied to the end plates. Determine (a) the normal stress perpendicular to the weld, (b) the shearing stress parallel to the weld.arrow_forward
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