Design of composite beams with web openi
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David Darwin
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Article
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2000
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John Wiley and Sons
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English
โ 151 KB
L s "span length M"moment M m "maximum nominal flexural capacity at opening M n "nominal bending capacity M th , M tl "secondary moments at high-and low-moment ends of opening, respectively M u "factored bending moment "dimensionless ratio relating secondary bending moment contributions of concrete