Mechanics of materials CHAPTERIO STABILITYOF COMPRESSEDCOLUMNS
1 Mechanics of Materials
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CHAPTER 10 STABILIZATION OF COMPRESSIVE COLUMNS >310-1 CONCEPTS OF STABILITY OF COMPRESSED COLUMNS Ds10-2 EULER'S FORMULA OF THE CRITICAL FORCE OF SLENDER COMPRESSED COLUMNS Ds10-3 CRITICAL STRESS OF COMPRESSED COLUMNS AS STRESS EXCEEDS PROPORTIONAL LIMIT ID 810-4 STABILITY CHECK AND REASONABLE SECTION OF COMPRESSED COLUMNS
3 CHAPTER 10 STABILIZATION OF COMPRESSIVE COLUMNS §10–1 CONCEPTS OF STABILITY OF COMPRESSED COLUMNS §10–2 EULER’S FORMULA OF THE CRITICAL FORCE OF SLENDER COMPRESSED COLUMNS §10–3 CRITICAL STRESS OF COMPRESSED COLUMNS AS STRESS EXCEEDS PROPORTIONAL LIMIT §10-4 STABILITY CHECK AND REASONABLE SECTION OF COMPRESSED COLUMNS
第十章压杆稳定 §10-1压杆稳定性的概念 §10-2细长压杆临界力的欧拉公式 □§103超过比例极限时压杆的临界应力 §10-4压杆的稳定校核及其合理截面
4 第十章 压杆稳定 §10–1 压杆稳定性的概念 §10–2 细长压杆临界力的欧拉公式 §10–3 超过比例极限时压杆的临界应力 §10-4 压杆的稳定校核及其合理截面
STABILIYOF COMPRESSED COLUMN 匚§10-1 CONCEPTS OFSTABILITY OF COMPRESSED COLUMNS ① Strength The load-carrying capacity of structure ② Rigidity members ③ Stability Some structure members In engineering have enough strength and rigidity but they are unable to work safely and reliably
5 §10–1 CONCEPTS OF STABILITY OF COMPRESSED COLUMNS The load-carrying capacity of structure members： ①Strength ②Rigidity ③Stability Some structure members in engineering have enough strength and rigidity but they are unable to work safely and reliably