QUESTION 1HBAn aluminum rod AB of diameter 2.8 inches is connected to a lever of length L = 5.6 feet.What is the maximum allowable force P in lbs?Consider that the height H = 3.4 feet, and the allowable torsional shearing stress of aluminum is 1111 psi.

Given:diameter, d=2.8 inL=5.6 ftheight, H=3.4 ftTorsional shearing stress of aluminium, ζa=1111 psi

An aluminum rod AB of diameter 2.8 inches is connected to a lever of length L = 5.6 feet. Consider that the height H = 3.4 feet, and the allowable torsional shearing stress of aluminum is 1111 psi. What is the maximum allowable force P in lbs?

An aluminum rod AB of diameter 2.8 inches is connected to a lever of length L = 5.6 feet. Consider that the height H = 3.4 feet, and the allowable torsional shearing stress of aluminum is 1111 psi. What is the maximum allowable force P in lbs?

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

A 28mm diameter steel shaft AB is built into a rigid wall at A and supported by a smooth bearing at B. The lever BC is welded to the end of the shaft. Load P 360 newton is applied as shown in the figure below. Determine the maximum shear stress and the angle of twist if the distance from A to B is 3 meters and the distance from B to C is .3 meters
A flange-and-bolt coupling between two shafts carries 12 bolts at a pitch diameter of 18 in. The shafts carry a torque of 50,000 ft-lb. Assuming that this torque is transmitted by shear across the 12 bolts and that these bolts are to be designed for a shear stress s3 = 3,000 lb/sq in., what is the bolt diameter?
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 11 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 8 mm in diameter. Assume a = 530 mm, b = 265 mm, h = 380 mm, and 8= 65°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 100 MPa, determine the maximum load Pmax that can be supported by the structure. D Answer: Pmax= (1) i B b C /9 KN h P
b a A steel shaft of solid elliptical cross section has a semi-major axis of length, a, and a semi-minor axis of length, b, as shown in the accompanying figure. Given that a = 25 mm and b = 13 mm in this case, and given that the yield stress of the steel is 300 MPa, calculate the shear stress at point P in the accompanying figure when a torque of 550 Nm is applied to the shaft. Enter your answer in units of MPa to 2 decimal places.
Q.3. For figure Q3, find rivet diameter, where t = 100MPa ? 20mm O O 30mm 1909 20mm- 30mm Fig.Q.3 4 KN 25 550mm-
Could you please solve A, B and C
Q.5) A bar of 1000 mm length and 40 mm diameter is centrally bored for 300 mm length at one end at a diameter of 20 mm. Young's modulus of the material is 2 x 10° N/mm². If the bar is 2 40 mm 20 mm 700 mm 300 mm loaded axially with a load of 30 kN the extension produced is (A) 0.1136 mm (C) 0.1478 mm (B) 0.1313 mm (D) 0.1542 mm
Answer by step of mechanical deformable bodies thank u..
Mechanics of Deformable Bodies
When a steel rod below is subjected to torque (T = 1 kN · m) and bending moment (M = 4 kN · m) simultaneously, calculate equivalent stresses using Tresca's theory and Von-Mises' theory 2. M M 50mm
A steel torsion bar AB with diameter d = 34 mm, and ductile material of tensile yield strength Sy = 276 MPa is attached to a rigid arm at A, supported by a bearing at C, and fixed at B, as the picture shows. At the right end of the arm is mounted the wheel on which the vertical force P acts from the ground and which passes through the center of the wheel. If bearing C acts as a simple support and the effect of transverse shear due to P is negligible, determine the maximum force P (in kN) that can be applied to the wheel. Consider a factor of safety n = 2.5. Use the maximum energy of distortion failure criterion and do the analysis on bar AB (torsion bar) in the section where the bearing is.
Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie rod (1) has a diameter of 6 mm, and it is supported by double- shear pin connections at B and D. The pin at bracket A is a single-shear connection. The pin at B is 8 mm in diameter. Assume a = 600 mm, b = 300 mm, h = 330 mm, and 0= 70°. If the normal stress in tie rod (1) cannot exceed 190 MPa and the shear stress in pin B cannot exceed 100 MPa, determine the maximum load Pmax that can be supported by the structure. D Answer: Pmax= i B kN h