Lecture_17

95fyv 2 torsional moment of resistance provided by

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Unformatted text preview: Asv × 0.95fyv 2 Torsional moment of resistance provided by one closed link T = F ⋅ x1 + F ⋅ y1 from vertical legs (3.28) from horizontal legs o When links are provided at sv apart, the total torsional resistance T = F ⋅ x1 ⋅ y1 x + F ⋅ y1 ⋅ 1 sv sv (3.29) where y1 / sv – number of vertical legs crossing a crack x1 / sv – number of horizontal legs crossing a crack Eq. (3.29) can be written as T= Asv (0.95 f yv )x1 y1 + Asv (0.95 f yv )y1 x1 sv sv 2 2 (3.30) 3.4.3 Design formulas (BS...
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This note was uploaded on 12/24/2011 for the course CIVL 232 taught by Professor Jskuang during the Spring '06 term at HKUST.

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