STANDALONE CODE MECHANICS OF MATERIALS-M
11th Edition
ISBN: 9780137605200
Author: HIBBELER
Publisher: PEARSON
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Chapter 10.7, Problem 70P
To determine
To derive: An expression for an equivalent bending moment
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Students have asked these similar questions
A steel bar withstands simultaneously a 30 kN compressive force, a 5 kNm bending moment and
a lkNm torque. Assume the cross-section is circular with diameter R. Determine, for a point at the
position of greatest compressive bending stress:
(a) The normal stress on a plane inclined at 30° to the shaft axis
(b) The shear stress on a plane inclined at 60° to the shaft axis
Can you provide me the step by step process of this? Thank you!
Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and shear-force diagram are provided.MA = 22 kN-mMB = 10 kN-mAy = 17.00 kNBy = 13.00 kN
A wire of circular cross-section ofdiameter 1.0 mm is bent into a circular arc of radius 1.0 m by application of pure
bending moments at its ends. The Young's modulus of the material of the wire is 100 GPa. The maximum tensile
stress developed in the wire is
MPa.
Chapter 10 Solutions
STANDALONE CODE MECHANICS OF MATERIALS-M
Ch. 10.3 - Prove that the sum of the normal strains in...Ch. 10.3 - The state of strain at the point on the arm has...Ch. 10.3 - The state of strain at the point on the leaf of...Ch. 10.3 - Use the strain transformation equations and...Ch. 10.3 - Determine the equivalent state of strain on an...Ch. 10.3 - Determine the equivalent state of strain which...Ch. 10.3 - Use the strain transformation equations to...Ch. 10.3 - Determine the equivalent state of strain, which...Ch. 10.3 - Solve Prob.103 using Mohrs circle. 103. The state...Ch. 10.5 - The strain at point A on the bracket has...
Ch. 10.5 - Determine (a) the principal strains at A, (b) the...Ch. 10.6 - For the case of plane stress, show that Hookes law...Ch. 10.6 - to develop the strain tranformation equations....Ch. 10.6 - Determine the associated principal stresses at the...Ch. 10.6 - Determine the applied load P. What is the shear...Ch. 10.6 - If a load of P = 3 kip is applied to the A-36...Ch. 10.7 - A material is subjected to plane stress. Express...Ch. 10.7 - A material is subjected to plane stress. Express...Ch. 10.7 - Solve Prob. 1061 using the maximum distortion...Ch. 10.7 - Solve Prob.1063 using the maximum distortion...Ch. 10.7 - Prob. 70PCh. 10.7 - The plate is made of Tobin bronze, which yields at...Ch. 10.7 - If a machine part is made of titanium (TI-6A1-4V)...Ch. 10.7 - The components of plane stress at a critical point...Ch. 10.7 - If Y = 50 ksi, determine the factor of safety for...Ch. 10.7 - Prob. 82PCh. 10.7 - If the yield stress for steel is Y = 36 ksi,...Ch. 10.7 - Prob. 84PCh. 10.7 - The state of stress acting at a critical point on...Ch. 10.7 - The shaft consists of a solid segment AB and a...Ch. 10 - In the case of plane stress, where the in-plane...Ch. 10 - The plate is made of material having a modulus of...Ch. 10 - If the material is machine steel having a yield...Ch. 10 - Determine if yielding has occurred on the basis of...Ch. 10 - The 60 strain rosette is mounted on a beam. The...Ch. 10 - Use the strain transformation equations to...Ch. 10 - If the strain gages a and b at points give...Ch. 10 - Use the strain-transformation equations and...Ch. 10 - Use the strain transformation equations to...Ch. 10 - Specify the orientation of the corresponding...
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- Derive the equations for shear force and bending momentarrow_forwardDerive an expression for an equivalent torque Te that, if applied alone to a solid bar with a circular cross section, would cause the same energy of distortion as the combination of an applied bending moment M and torque T.arrow_forward3. A solid round bar with diameter of 2.75-in has a groove cut to a diameter of 2.5-in, with a radius of 0.125-in. The bar is not rotating. The bar is loaded with a repeated bending load that causes the bending moment at the groove to fluctuate between 10 kip.in and 30kip.in and a reversing torque of ±10kip.in. The bar is hot-rolled AISI 1095 (sy = 66 kpsi, Sut = 120 kpsi), but the groove has been machined. Determine the number of cycles to failure.arrow_forward
- Determine the ratio of maximum and minimum value of stresses for a curved bar of rectangular section in pure bending. The ra- dius of curvature is 8 cm and depth of the beam is 6 cm. Locate the neutral axis. Draw the neutral axis.arrow_forwardKindly give me both a and b answers. Please kindly Give me both solutions... Thank you. Analyse the structures shown in the figure by force method and draw their bending moment and shear force diagrams.arrow_forwardFIGURE PS-66 500 N/m 0.60 m 1 Compute tbe reactions at the supports using the toch niques shown in Section 5-2, 2 Draw the complete shearing force and bending noment dagrams using the techniques shown in Sections 5-3 through 5-8, 3. Determine the magnitude and location of the maximum absolute value of the shearing force and bending momentarrow_forward
- Example 5: The horizontal beam AD is loaded by a uniform distributed load of 5 KN per meter of length and is also subjected to the concentrated force of 10 KN applied as shown below. Determine the shearing force and bending moment diagrams. 10 AN SKN/ m 2 m 1 m 1 m 10arrow_forwardQ5- If the baem shown in the Fig. (5) has a square cross section, what is their minimum required width (bmin) if the allowable bending stress in the material is 16 MPa ? Q6- For thomas POMO Seret hown in the stre the applied CPa and coarrow_forwardApplying the flexure formula, how can we determine the position of the absolute maximum bending stress that occur?arrow_forward
- A shaft of 40 mm is subjected to a twisting moment of 120 N-m, simultaneously, it is subjected to an axial thrust of 10 kN and a bending moment of 80 N-m. Calculate: 1. The maximum compressive and shear stresses. 2. By assuming the hollow shaft what could be the maximum stresses; if the di/do is 0.6.arrow_forwardA mild steel shaft of 60 mm diameter is subjected to a bending moment of 2200 Nm and a torque T. If the yield point of the steel in tension is 200 MPa, find the maximum value of this torque without causing yielding of the shaft according to:1. The maximum principal stress theory;2. The maximum shear stress theory; and3. The maximum distortion strain energy theory of yieldingarrow_forwardA cold drawn steel rod of circular cross-section is subjected to a variable bending moment of 565 Nm to 1130 N-m as the axial load varies from 4500 N to 13 500 N. The maximum bending momentoccurs at the same instant that the axial load is maximum. Determine the required diameter of the rodfor a factor of safety 2. Neglect any stress concentration and column effect. Assume the followingvalues:Ultimate strength = 550 MPaYield strength = 470 MPaSize factor = 0.85Surface finish factor = 0.89Correction factors = 1.0 for bending= 0.7 for axial loadarrow_forward
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