By F Reif

This publication is designed for the junior-senior thermodynamics path given in all departments as a typical a part of the curriculum. The booklet is dedicated to a dialogue of a few of the elemental actual strategies and strategies invaluable within the description of occasions regarding structures which encompass very many details. It makes an attempt, specifically, to introduce the reader to the disciplines of thermodynamics, statistical mechanics, and kinetic conception from a unified and glossy perspective. The presentation emphasizes the fundamental harmony of the subject material and develops actual perception via stressing the microscopic content material of the speculation

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**Example text**

31 Two wooden members of uniform rectangular cross section are joined by the simple glued scarf splice shown. Knowing that P ϭ 11 kN, determine the normal and shearing stresses in the glued splice. 150 mm 45Њ P 75 mm Fig. 32 Two wooden members of uniform rectangular cross section are joined by the simple glued scarf splice shown. Knowing that the maximum allowable tensile stress in the glued splice is 560 kPa, determine (a) the largest load P that can be safely applied, (b) the corresponding shearing stress in the splice.

01 kips in. Using Eq. 01 kips2 F1 B ϭ 2F1 Bolt at B. S. 33 ksi. 94 kips B From Eq. (1): C Bolt at D. 1 in. 94 kips. From Eq. 85 kips ᭠ Bolt at C. 23 kips ᭠ Summary. We have found separately four maximum allowable values of the force C. 4-kip load P is supported by two wooden members of uniform cross section that are joined by the simple glued scarf splice shown. Determine the normal and shearing stresses in the glued splice. 0 in. 0 in. 60Њ P' P' Fig. 30 Two wooden members of uniform cross section are joined by the simple scarf splice shown.

8. Analysis and Design of Simple Structures 13 2 The corresponding average value of the stress, therefore, is 1sBC 2 end ϭ P 50 ϫ 103 N ϭ ϭ 167 MPa A 300 ϫ 10Ϫ6 m2 Note that this is an average value; close to the hole, the stress will actually reach a much larger value, as you will see in Sec. 18. It is clear that, under an increasing load, the rod will fail near one of the holes rather than in its cylindrical portion; its design, therefore, could be improved by increasing the width or the thickness of the flat ends of the rod.