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Unformatted text preview: Asv
2 Torsional moment of resistance provided by one closed link T = F ⋅ x1 + F ⋅ y1
vertical legs (3.28)
horizontal legs o When links are provided at sv apart, the total torsional resistance T = F ⋅ x1 ⋅ y1
+ F ⋅ y1 ⋅ 1
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
(0.95 f yv )x1 y1 + Asv (0.95 f yv )y1 x1
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.
- Spring '06