The Statically-indeterminate Stresses in Frames Commonly Used for BridgesD. Van Nostrand Company, 1905 - 174 стор. |
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Інші видання - Показати все
The Statically-indeterminate Stresses in Frames Commonly Used for Bridges Isamu Hiroi Повний перегляд - 1915 |
The Statically-indeterminate Stresses in Frames Commonly Used for Bridges Isamu Hiroi Повний перегляд - 1915 |
The Statically-indeterminate Stresses in Frames Commonly Used for Bridges Isamu Hiroi Повний перегляд - 1905 |
Загальні терміни та фрази
a₁ arch-rib assumed axis b₁ beam bl₂ calculate change in span chord-members cloth contraflexure cos² cross-girder d₂ dead load direct stresses Edition effect of axial equal to zero expression for H fibre stress flange ft.-lbs girder H₁ h²l HINGES hl₁ horizontal illustrated inertia live load covering M₁ M₂ maximum stress mode of loading modulus of elasticity moment of inertia Neglecting axial stress Neglecting the effect obtain P₁ PARABOLIC ARCH position of load posts R₁ R₁x R₂ reaction line reaction locus respect shear sin² span length spandrel-braced arch Substituting swing bridge taking moments Temperature Stress tion tons per panel truss V₁ V₁x V₂ vertical W₁ W₁a W₂ web-member wind pressures ΔΙ ΕΙ ΕΙΔΙ ΗΔ Фо
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