EBK MECHANICS OF MATERIALS
EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 8220100257063
Author: BEER
Publisher: YUZU
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Chapter 4.10, Problem 187P
To determine

The expression of R for a circular cross section.

Expert Solution & Answer
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Answer to Problem 187P

The expression of R for a circular cross section is 12(r¯+r¯2c2)_.

Explanation of Solution

Consider w be the width as a function of β, w=2csinβ

Sketch the cross section for the polar coordinate as shown in Figure 1.

EBK MECHANICS OF MATERIALS, Chapter 4.10, Problem 187P

Refer to Figure 1.

The distance r=r¯ccosβ

Differentiate both sides with respect to β as shown below.

drdβ=0c(sinβ)dr=csinβdβ

Calculate the area of the strip (dA) as shown below.

dA=wdr

Substitute 2csinβ for w and csinβdβ for dr.

dA=2csinβ×csinβdβdAr=2c2sin2βdβr

Substitute r¯ccosβ for r.

dAr=2c2sin2βdβr¯ccosβ

Integrate both sides of the Equation.

dAr=0π2c2sin2βdβr¯ccosβ=20πc2(1cos2β)dβr¯ccosβ=20π(c2c2cos2β+r¯2r¯2)dβr¯ccosβ=20π(r¯2c2cos2β(r¯2c2))dβr¯ccosβ

=20π(r¯2c2cos2β)dβr¯ccosβ20π(r¯2c2)dβr¯ccosβ=20π(r¯ccosβ)(r¯+ccosβ)dβr¯ccosβ2(r¯2c2)0πdβr¯ccosβ=20π(r¯+ccosβ)dβ2(r¯2c2)0πdβr¯ccosβ=2(r¯β+csinβ)0π2(r¯2c2)(2r¯2c2tan1r¯2c2tan12βr¯+c)0π

={2(r¯π+csinπ0)4r¯2c2{(tan1r¯2c2tanπ2r¯+c)(tan1r¯2c2tan0r¯+c)}}={2(r¯π)4r¯2c2(π20)}=2πr¯2πr¯2c2

Calculate the area of the circle (A) as shown below.

A=πc2

Calculate the expression of R as shown below.

R=AdAr

Substitute πc2 for A and 2πr¯2πr¯2c2 for dAr.

R=πc22πr¯2πr¯2c2=12π×πc2r¯r¯2c2=12×c2r¯r¯2c2×r¯+r¯2c2r¯+r¯2c2=12×c2(r¯+r¯2c2)(r¯2(r¯2c2)2)

=12×c2(r¯+r¯2c2)(r¯2r¯2+c2)=12×c2(r¯+r¯2c2)c2=12(r¯+r¯2c2)

Therefore, the expression of R for a circular cross section is 12(r¯+r¯2c2)_.

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Chapter 4 Solutions

EBK MECHANICS OF MATERIALS

Ch. 4.3 - 4.9 through 4.11 Two vertical forces are applied...Ch. 4.3 - Knowing that a beam of the cross section shown is...Ch. 4.3 - Knowing that a beam of the cross section shown is...Ch. 4.3 - Solve Prob. 4.13, assuming that the beam is bent...Ch. 4.3 - Knowing that for the extruded beam shown the...Ch. 4.3 - The beam shown is made of a nylon for which the...Ch. 4.3 - Solve Prob. 4.16, assuming that d = 40 mm.Ch. 4.3 - Knowing that for the beam shown the allowable...Ch. 4.3 - 4.19 and 4.20 Knowing that for the extruded beam...Ch. 4.3 - 4.19 and 4.20 Knowing that for the extruded beam...Ch. 4.3 - Straight rods of 6-mm diameter and 30-m length are...Ch. 4.3 - A 900-mm strip of steel is bent into a full circle...Ch. 4.3 - Straight rods of 0.30-in. diameter and 200-ft...Ch. 4.3 - A 60-Nm couple is applied to the steel bar shown,...Ch. 4.3 - (a) Using an allowable stress of 120 MPa,...Ch. 4.3 - A thick-walled pipe is bent about a horizontal...Ch. 4.3 - A couple M will be applied to a beam of...Ch. 4.3 - A portion of a square bar is removed by milling,...Ch. 4.3 - In Prob. 4.28, determine (a) the value of h for...Ch. 4.3 - For the bar and loading of Concept Application...Ch. 4.3 - Prob. 31PCh. 4.3 - It was assumed in Sec. 4.1B that the normal...Ch. 4.5 - 4.33 and 4.34 A bar having the cross section shown...Ch. 4.5 - 4.33 and 4.34 A bar having the cross section shown...Ch. 4.5 - 4.35 and 4.36 For the composite bar indicated,...Ch. 4.5 - Prob. 36PCh. 4.5 - 4.37 and 4.38 Wooden beams and steel plates are...Ch. 4.5 - 4.37 and 4.38 Wooden beams and steel plates are...Ch. 4.5 - 4.39 and 4.40 A copper strip (Ec = 105 GPa) and an...Ch. 4.5 - 4.39 and 4.40 A copper strip (Ec = 105 GPa) and an...Ch. 4.5 - 4.41 and 4.42 The 6 12-in. timber beam has been...Ch. 4.5 - 4.41 and 4.42 The 6 12-in. timber beam has been...Ch. 4.5 - 4.43 and 4.44 For the composite beam indicated,...Ch. 4.5 - Prob. 44PCh. 4.5 - Prob. 45PCh. 4.5 - Prob. 46PCh. 4.5 - A concrete slab is reinforced by 58-in.-diameter...Ch. 4.5 - 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Prob. 94PCh. 4.6 - Prob. 95PCh. 4.6 - Prob. 96PCh. 4.6 - Prob. 97PCh. 4.6 - Prob. 98PCh. 4.7 - Knowing that the magnitude of the horizontal force...Ch. 4.7 - A short wooden post supports a 6-kip axial load as...Ch. 4.7 - Two forces P can be applied separately or at the...Ch. 4.7 - A short 120 180-mm column supports the three...Ch. 4.7 - As many as three axial loads, each of magnitude P...Ch. 4.7 - Two 10-kN forces are applied to a 20 60-mm...Ch. 4.7 - Portions of a 1212-in. square bar have been bent...Ch. 4.7 - Knowing that the allowable stress in section ABD...Ch. 4.7 - A milling operation was used to remove a portion...Ch. 4.7 - A milling operation was used to remove a portion...Ch. 4.7 - The two forces shown are applied to a rigid plate...Ch. 4.7 - Prob. 110PCh. 4.7 - Prob. 111PCh. 4.7 - A short column is made by nailing four 1 4-in....Ch. 4.7 - A vertical rod is attached at point A to the cast...Ch. 4.7 - A vertical rod is attached at point A to the cast...Ch. 4.7 - Knowing that the clamp shown has been tightened...Ch. 4.7 - 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