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of the post are dAB 1.25 in. and
dBC 2.25 in., respectively.
(a) Calculate the normal stress AB in the upper part of the post.
(b) If it is desired that the lower part of the post have the
same compressive stress as the upper part, what should be
the magnitude of the load P2?
Solution 1.2
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재료역학
gere mechanics of materials 솔루션입니다.
숫자는 약간 다른거도 있습니다.
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of the post are dAB 1.25 in. and
dBC 2.25 in., respectively.
(a) Calculate the normal stress AB in the upper part of the post.
(b) If it is desired that the lower part of the post have the
same compressive stress as the upper part, what should be
the magnitude of the load P2?
Solution 1.2
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재료역학 3~5장 중반까지
용량상 5장 뒤에는 올리지 못했습니다.
원판 : gere mechanics of materials
숫자는 약간 다른게 있으니 계산만 하면 됩니다.
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Materials
6장 : Mechanical Properties : Fundamentals and Tensile, Hardness, and Impact Tasting
7장 : Fracture Mechanics, Fatigue, and Creep Behavior
8장 : Strain Hardening and Annealing
9장 : Principles and Applications of Solidification
10장 : Solid Solutions and Phase Equilibrium
17장 : Comp
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기본 원리
Watson, Baker, Bell, Gann, Levine, Losik // 2010년 2월 18일 // 왓슨의 분자생물학 6판//p746-748
Watson, Baker, Bell, Gann, Levine, Losik // 2010년 2월 18일 // 왓슨의 분자생물학 6판//p748 Abstract
Introduction
Materials and Methods
Results
Discussion
Discussion
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of elongation;
(a) Sn-40Bi-0.1Mn, (b) Sn-40Bi-0.2Mn,
(c) Sn-40Bi-0.1In, (d) Sn-40Bi-0.2In,
(e) Sn-40Bi-0.25Ag, and (f) Sn-40Bi-0.5Ag.
5. 참고문헌
1. J. M. Yoon : Mechanical properties of Sn-Bi-Ag Lead-free Solder, Department of Materials Science and Engineering(1996)
2. 이창배 : Sn-Bi 및 Sn-3.5Ag
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of piles in cohesive soils. ASCE, 90(2), 27-63.
Broms, B. B. (1964). Lateral resistance of piles in cohesionless soils. ASCE, 90(3), 123-156.
Chang, Y. L. (1937). Lateral pile loading test. ASCE, 102, 272-278.
Matlock, H. and Reese, L. C. (1960). Generalized solution for laterally loaded piles. Soil
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