Shear stress is the ratio of force and area.
The eye bolt with a diameter supports a load of P = 530 lb as shown....
Given: Section view of a bolt circle, Sut -120Kpsi Each bolt is loaded by a repeating force of 0 to 6000 Lb Each bolt is preloaded to 25,000 Lb. Bolts are SAE Grade 5, -16 UNF x 2 Nut Tk -.5 in . Use the fully corrected enduranc limit for bolts with rolled therads, table 8-17. . Washer diameter is 1.5 d. Use equation 8-22 for material stiffness. . E for bolt- 30x1046 psi, E E1- E2 for material 27.5...
Please show solution for O step by step, use data and ansers for N as given (O)For the bolt of question (N) above, what is the required tightening torque? Answer Box: Torque 141 lb-in Total Clamping Force: F,-| 12,000 |lb Number of Bolts: N- Percentage of Proof Strength: PP- 75% SAE Grade 5 Steel Bolt Material Proof Strength of Bolt material: σ a 85,000 psi Lubrication Constant: K 0.15 Results Formula P FrIN Load on each Screw. P- 3000 b...
Question 8. Section 2-3 Shear Stresses 6. In the bolted connection of Fig. 2-8, assume that the bolts are , in. in diameter and that the allowable shear stress for the bolts is 14,500 psi. Based on bolt shear only, compute the safe allowable load P that may be applied 7. Compute the force required to punch a 1 in. diameter hole through a ½ in, thick boiler plate. The ultimate shear strength for the material is 42,000 psi. 8....
1. The frame supports the load as shown. The pin at A has a diameter of 0.3 in. If pin at A is subjected to double shear, determine the average shear stress in the pin. Note that support at B is a roller. (25 points) -2 ft 36 in 3 ft 900 O -900 t(품)g0otAc 24i 1. The frame supports the load as shown. The pin at A has a diameter of 0.3 in. If pin at A is subjected...
A 0.875-in.-diameter solid steel shaft supports loads Pa = 230 lb and PD = 340 lb. Assume L1 = 2.7 in., L2 = 4.9 in., and L3 = 4.1 in. The bearing at B can be idealized as a pin support and the bearing at C can be idealized as a roller support. Determine the magnitude and location of: (a) the maximum horizontal shear stress Tmax in the shaft. (b) the maximum tension bending stress Omax in the shaft. PD...
2.3-2 A truss ABC supports a load P= 3000 lb as shown in the figure. Members AB and BC have cross- sectional areas Aab-1.4 in.2 and Abc-4.1 n.2, respec- tively. The material is aluminum with E = 10,000,000 psi. Find the horizontal deflection and the vertical deflection 6, of joint B 30° 8 ft Prob. 2.3-2
A pressurized pipe with an outside diameter of 13.7 in, and a wall thickness of 0.3125 in. is subjected to an axial force of P = 26700 lb and a torque of T = 10000 lb-ft, as shown. If the internal pressure in the pipe is 200 psi, determine the principal stresses >n2), the maximum in-plane shear stress max, and the absolute maximum shear stress Tabs mar on the outside surface of the pipe Answers: II psi. pl psi p2...
A steel pipe assembly supports a concentrated load of P = 26 kN, as shown. The outside diameter of the pipe is 137 mm and the wall thickness is 6.0 mm. Assume L = 760 mm and e = 370 mm. Determine the normal stresses σH, σK produced at points H and K. Answer MPa MPa, σ,-
A pressurized pipe with an outside diameter of 13.1 in. and a wall thickness of 0.375 in. is subjected to an axial force of P = 34000 lb and a torque of T = 9400 lb-ft, as shown. If the internal pressure in the pipe is 260 psi, determine the principal stresses (Opl > 002), the maximum in-plane shear stress Tmax, and the absolute maximum shear stress tabs max on the outside surface of the pipe. Answers: Opl = i...
The frame supports a distributed load and a tension force of P 125 lb, as shown in the figure below 4 ft 75 lb/ft 4 2 ft 2 ft l ft 30° Part A Determine the resultant internal loadings acting on the cross sections at point D of the frame. Express your answers, separated by commas, to three significant figures. lb, lb, lb ft SubmitP Ans An X Incorrect; Try Again; 2 attempts remaining Part B Determine the resultant internal...