**Problem Statement:** Compute factors of safety, based upon the distortional energy theory, for stress elements at A and B of the bar shown. The bar is made of AISI 1006 cold-drawn steel and is loaded by the forces \( F = 0.55 \, \text{kN} \), \( P = 4.0 \, \text{kN} \), and \( T = 25 \, \text{N} \cdot \text{m} \). **Diagram Description:** The diagram illustrates a bar made of AISI 1006 cold-drawn steel. It is fixed at one end within a perpendicular wall. The bar extends 100 mm from the wall and has a diameter of 15 mm. Various forces and a torque are applied on the free end of the bar: - **F**: A force of \( 0.55 \, \text{kN} \) is applied perpendicular to the cylindrical surface in the \( z \)-direction. - **P**: A force of \( 4.0 \, \text{kN} \) is applied along the axis of the bar in the \( x \)-direction. - **T**: A torque of \( 25 \, \text{N} \cdot \text{m} \) is applied around the \( x \)-axis (aligned with the bar). Stress elements A and B are considered on the surface of the bar for the computation of the factors of safety using the distortional energy theory.

Problem Statement: Compute factors of safety, based upon the distortional energy theory, for stress elements at A and B of the bar shown. The bar is made of AISI 1006 cold-drawn steel and is loaded by the forces \( F = 0.55 \, \text{kN} \), \( P = 4.0 \, \text{kN} \), and \( T = 25 \, \text{N} \cdot \text{m} \). Diagram Description: The diagram illustrates a bar made of AISI 1006 cold-drawn steel. It is fixed at one end within a perpendicular wall. The bar extends 100 mm from the wall and has a diameter of 15 mm. Various forces and a torque are applied on the free end of the bar: - F: A force of \( 0.55 \, \text{kN} \) is applied perpendicular to the cylindrical surface in the \( z \)-direction. - P: A force of \( 4.0 \, \text{kN} \) is applied along the axis of the bar in the \( x \)-direction. - T: A torque of \( 25 \, \text{N} \cdot \text{m} \) is applied around the \( x \)-axis (aligned with the bar). Stress elements A and B are considered on the surface of the bar for the computation of the factors of safety using the distortional energy theory.

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

Fleed plate Q3// Figure.3 show the arrangement of a support bracket where the detachable plate is secured to the fixed plate by six (M20) bolt.The bracket is required to support the (40 KN) load as indicated .Determine i. Detachet 25 250 Factor of safety of the bolted connection .Assume that the bolt material has a yield stress of (160 N/mm³) in shear 250 25 (25 marks) 500 blackto Fig.
solve please ..
The shaft is supported by journal bearings at A and B that exert force components only in the x and z directions. Part A d= PLÅ Value Ĵ t O Determine the smallest diameter of the shaft. Use the maximum shear stress theory of failure with Tallow Express your answer to three significant figures and include appropriate units. Units HATT F = 200 lb ? X 8 in. 1 4 in. 8 in. N A 8 ksi 4 in. D F. = 50 lb 8 in. 4 in. F = 250 lb 4 in. SE B y
The cylindrical steel column has an outer diameter of 4 in. and inner diameter of 3.5 in. The column is separated from the concrete foundation by a square bearing plate. The working compressive stress is 27 000 psi for the column, and the working bearing stress is 1300 psi for the concrete. 4 in. 3.5 in. i in. 1. Find the value of P in Ibs considering only the compressive stress in the column. a. 62549.27 Ibs b. 80342.78 Ibs c. 67124.11 Ibs d. 79521.56 Ibs 2. Find the value of P in Ibs considering only the bearing stress of the concrete. a. 63700 Ibs b. 49300 Ibs c. 72100 Ibs d. 58500 Ibs 3. Find the largest force P in Ibs that can be applied to the column. a. 63700 Ibs b. 49300 Ibs c. 62549.27 Ibs d. 80342.78 Ibs
The part shown is loaded at point C with 290 N in the positive x direction and at point E with 200 N in the positive y direction. The diameter of the bar ABD is 12 mm. Evaluate the likelihood of failure in section AB. 55 dia, d B Q ********* where P= 290 N, Q = 200 N, and d = 12 mm NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.
I have a test please answer as soon as possible
Show work pls, answer correctly.
Two steel plates are held together by two bolts. (/6) a. Determine the required diameter of the bolts if the failure shear stress is 300 MPa using a Factor of Safety (FS) of 2. b. Using the answer from a. above, determine the steel plate thickness if the failure bearing stress of the steel is 350 MPa using FS = 1.5. Show your work. OKN Two Bolts P=60KN
X=7,Y=8 Give me right solution according to the question
Answer is Not 43,-1 and 22.
Displacement with elemental stiffness method, the rest the same.
Steel bar with dimensions with (10mm and 10mm) subjected to axial load of * 2000N. Determine the stress P 10mm 10mm L=100 mm