(b)A steel 'hot rolled structural hollow section' column of length 5.75 m, hasthe cross-section shown in Figure Q.5(b) and supports a load of 750 kN.During service, it is subjected to axial compression loading where one endof the column is effectively restrained in position and direction (fixed) andthe other is effectively held in position but not in direction (pinned).i)Given that the steel has a design strength of 275 MN/m², determinethe load factor for the structural member based upon the BS5950design approach using Datasheet Q.5(b).[11]ii)Determine the axial load that can be supported by the columnusing the Rankine-Gordon formula, given that the yield strength ofthe material is 280 MN/m² and the constant *a* is 1/30000.[6]3006002-300 mmwide x 5 mmthick plates.Figure Q.5(b)L=5.75mPinnedFixed

Allow me to dissect this in detail. 1. Comprehending the Information Provided:Column length: 5.75…

Answered: (b) A steel 'hot rolled structural…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.4.10P: A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete...

See similar textbooks

Similar questions

Q2/ The 2-mm-thick bar shown in the figure below is loaded axially with a constant force of 12 KN. The bar material has been heat treated and quenched to raise its strength, but as a consequence it has lost most of its ductility. It is desired to drill a hole through the center of the 40-mm face of the plate to allow a cable to pass through it. A 5-mm hole is sufficient for the cable to fit, but an 8-mm drill is readily available. Will a crack be more likely to initiate at the larger hole, the smaller hole, or at the fillet?| 1 mm rad 40 mm 34 mm 12 kN
Parts d, e and f
Provide a complete, step by step solution:
Anil
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.
Calculate the internal force (positive if tensile, negative if compressive) in rod (3). Use a FBD cutting through the rod in the section that includes the free end A.Answer: F3 = Enter your answer in accordance to the question statement kips.
A hydraulic cylinder with a bore radius of 100 mm and an outer radius of 200 mm has been designed to withstand a maximum internal pressure of 200 MPa in service. During operation, the pressure within the cylinder is retained by a freely sliding piston. The steel used in the manufacture has Young's modulus of 210 GNm-². Note: There is no axial stress generated in the cylinder wall in this application. 1. Elastic Stress Distributions in a Single Cylinder a) At an operating pressure of 200 MPa, calculate using Lame's equations the radial and circumferential stresses at the cylinder bore and the outer surface. b) For the same operating pressure, calculate the maximum shear stress values at the cylinder bore and the outer surface. Hint: For axisymmetric problems, there are no shear stresses generated on the faces of a radial element in the cylinder wall. Therefore, der, and oz are (also) the Principal stresses. (Please refer to Stress Transformation). c) Verify the values of the maximum…
35 mm 10 kN-m 2.36 x106 mm 70 GPa %3D %3D (1) C2 40 mm (2) 4.02 x106 mm %3D B 2800 mm 45 GPa C 3600 mm A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are attached to rigid supports at A and C, respectively. T1 kN-m A concentrated torque T is applied to flange B in the T2 kN-m direction shown. Determine the internal torques and MPа shear stresses in each shaft. Also, determine the rotation angle of flange B. MPa ((Use the sign convention detailed in the fourth scene of this movie for internal torques and rotation angles.) PB rad 1st 2nd 3rd Enter Shaft properties I| ||||
Rigid bar AB is used as a structural element for a canopy. Bar AB carries an idealized uniform load of 4.5 kN/m. Aside from a pin connection at A, bar AB is additionally supported by a steel cable BD at point B and a steel pipe CE at point C. (Ete=200 GPA, a=11.7x10/oC) The length of cable BD is 2v3 m and its cross-sectional area is 120 mm?. Its inclination from the horizontal is 0,=30°. As for the pipe bracing CE, its length is v2 m and its cross-sectional area is 490 mm?. Pipe CD is inclined 0,=45° from the horizontal. Additionally, the pipe bracing CE is heated by AT=5•C. 4.5 kN/m B E 1.0 m- 2.0 m Determine the: vertical displacement of point C (ycd Equation relating TBp & FCE displacement of point B (A;)
A hollow structural member manufactured from a high grade tensile strength steel, forms part of a large piece of lifting equipment and is shown in the figure. The cross-section of the member has an outer diameter of 100 mm and a wall thickness of 15 mm. The member is supported on a knife edge and by a pin support as shown. During a particular loading situation, the structural member is subjected to lateral loading: three point loads and two uniformly distributed loads as shown. Also, during service, the member is subjected to an axial force of 110 kN and a torque of 5.75 kNm. The member also contains hydraulic fluid operating at a pressure of 7.5 MN/m2. i) Calculate the reactions and hence draw scaled diagrams of the thrust, shear force and bending moments acting on the member, highlighting and/or calculating all significant points. ii) Calculate all the component stresses set-up in the member material at the point of maximum bending moment due to the loading conditions.…
PLEASE EXPLAIN
(6) A ¼-in round wire coiled to form a conical spring with 10 effective coils & an outside diameter of 3.0in @ one end & 2.0in @ the other. Determine: (a) the load that will produce a stress of 50,000psi; (b) the deflection at this load

SEE MORE QUESTIONS

Recommended textbooks for you

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

Mechanics of Materials (MindTap Course List)

Mechanical Engineering

ISBN:

9781337093347

Author:

Barry J. Goodno, James M. Gere

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS