Q3- A steel pressure vessel is sealed by a steel gasketed cap fastened with8 preloaded bolts as shown in figure below. The cylinder stores gas at amaximum pressure Pg=1200 psi. The thickness of the gasketed cap iste =0.5 in, the diameter of the cylinder is d. = 3.25 in, and the diameter ofthe bolt circle is d=5.5 in. Also, tp-0.5 in. It has been decided to use7/16 -14 UNC 5/4 (L=bolt length) SAE Grade 8 hex-head bolts withwasher. You may assume a non-permanent connection. Determine theload factor ni, and the joint separation factor no. (Elasticity modulus forsteel, Esteel=30 Mpsi)Note: P (load per bolt) = Pg AJN, where A, is the area of the cylinder.dpc

according to the given information height of nut…

Q3- A steel pressure vessel is sealed by a steel gasketed cap fastened with 8 preloaded bolts as shown in figure below. The cylinder stores gas at a maximum pressure P=1200 psi. The thickness of the gasketed cap is te =0.5 in, the diameter of the cylinder is d. = 3.25 in, and the diameter of the bolt circle is db=5.5 in. Also, tp=0.5 in. It has been decided to use 7/16 -14 UNC 5/4 (L=bolt length) SAE Grade 8 hex-head bolts with washer. You may assume a non-permanent connection. Determine the load factor nL, and the joint separation factor no. (Elasticity modulus for steel, Esteel=30 Mpsi) %3D Note: P (load per bolt) = Pg AJN, where A, is the area of the cylinder. dhe de 000 00

Q3- A steel pressure vessel is sealed by a steel gasketed cap fastened with 8 preloaded bolts as shown in figure below. The cylinder stores gas at a maximum pressure P=1200 psi. The thickness of the gasketed cap is te =0.5 in, the diameter of the cylinder is d. = 3.25 in, and the diameter of the bolt circle is db=5.5 in. Also, tp=0.5 in. It has been decided to use 7/16 -14 UNC 5/4 (L=bolt length) SAE Grade 8 hex-head bolts with washer. You may assume a non-permanent connection. Determine the load factor nL, and the joint separation factor no. (Elasticity modulus for steel, Esteel=30 Mpsi) %3D Note: P (load per bolt) = Pg AJN, where A, is the area of the cylinder. dhe de 000 00

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

L = 0.3m A = 20 x 6 mm E= 70 GPa allowable stress = 120 MPa 0.6 m 0.4 m 0.2 m Rigid bar D C W 0.5m 40 x 6 mm 50 GPa wable stress = 80 MPa 16 mm dia. bolt with allowable s 6 mm 80 MPa in bearing and 60 MPa The rigid bar A,B,C,D shown in figure is connected to the ground by a hinge at B and to Magnesium bar at A, Aluminum bar at C. the properties of the bars are shown on the figure. all the connections are using 16 mm bolts in single shear. Determine the maximum safe load W that can be applied. Determine the final position of point D.
Hi, I need help with this question.
A cable and pulley system at D is used tobring a 230-kg pole (ACB) to a vertical position, asshown in the figure part a. The cable has tensile forceT and is attached at C. The length L of the pole is6.0 m, the outer diameter is d = 140 mm, and the wallthickness is t = 12 mm. The pole pivots about a pin atA in figure part b. The allowable shear stress in the pinis 60 MPa and the allowable bearing stress is 90 MPa.Find the minimum diameter of the pin at A inorder to support the weight of the pole in the positionshown in the figure part a.
With FBD and Solution pls refer to the second picture if the answer is in the choices one of those 5 answers is correct
The following figure shows the critical position of a crane that supports 2.5 Tons of load by means of a chain. You are delegated the responsibility of building a crane with similar geometric characteristics and load capacity. The diagram of free body of the crane arm can be redrawn as follows. (check the attached image "fbd") Assuming that the crane arm will be made of steel with yield stress sigmaY =220 MPa and that you must consider a safety factor of F.S.=1.5, propose a profile from the following catalog for the manufacture of the crane arm. Ignore the effects of shear forces on this element. On the other hand, it is very important that you consider the effects of axial loads. Commercial profiles for arm construction. (Check image "profiles")
A steam boiler, d meter in diameter and L m in length, is made of hard steel, generates steam at a gauge pressure of p N/mm2 . Assuming the efficiency of the riveted joints as e %. It is closed at both ends by flat cover plates which are made of Mild steel and freely supported. 1. Determine the wall thickness of the cylinder if the ultimate tensile stress = A MPa and factor of safety = B. 2. Calculate the minimum thickness necessary of the cover plates with uniformly distributed load, if the the yield point stress is C MPa and factor of safety of F. 3. Also find the increase in internal diameter, the increase in length and the increase in volume. Take E = 200 kN/mm2 and u = 0.3. d= 1.1 L= 1.54 ; p= 5.68 ; A= 328 B= 4.6 ; C= 494 ; F = 3 e= 69
An aluminum alloy [E = 10,000 ksi; oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; ay = 45 ksi] pipe at flange B. The pipes are attached to rigid supports at A and C. Pipe (1) has an outside diameter of 2.425 in., a wall thickness of 0.21 in., and a length of L₁ = 8 ft. Pipe (2) has an outside diameter of 5.00 in., a wall thickness of 0.20 in., and a length of L₂ = 14 ft. If a minimum factor of safety of 2.1 is required for each pipe, determine: (a) the maximum load P that may be applied at flange B. (b) the deflection of flange B at the load determined in part (a). Deflection to the right is positive. (2) (1) C Answer: (a) P = i (b) Ug = i P< L₁ B L₂ ! kips in.
static of rigid bodies problem
Calculate the wall thickness required for a thin-walled cylindrical pressure vessel which must withstand an operating internal pressure of 3.5 MPa at an outside pressure of 2 MPa. The mean diameter is 200mm and the stress must not exceed 60 Mpa. O a. 8.3 mm O b. 2.5 mm O c. 3.3 mm O d. 5.83 mm O O
Data: r=0.25 inch, d=0.4 pig and h=0.5 inch, wi=2.5 inch and w= 1.5 inch.The forces fluctuate between a tension of 14 Kips and a compression of 5 Kips. It is made of AISI 1018 CD. steel.The connecting element in the figure is failing. What is the most critical point and give recommendations to improve the situation.