Transcription of 9-1 Hl-93 Loading (LRFD)
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9-1 Hl-93 Loading (LRFD)
BRIDGE DESIGN AIDS FEBRUARY 2008 LRFD 9-1 Hl-93 Loading (LRFD) Table of Maximum Moments, Shears, and Reactions Simple Spans,One Lane Without Dynamic Load Allowance Span(ft) Moment (k-ft) 1 a 2 a 3 a 4 a 5 a 6 a 7 a 8 a 9 a 10 a 11 b 12 b 13 b 14 b 15 b 16 b 17 b 18 b 19 b 20 b End Shear and End Reaction (k) a a a a a b b b b b b b b b b b b b b b a controlled by Design Truck + Lane Loading b controlled by Design Tandem + Lane Loading Span(ft) Moment End Shear and (k-ft) End Reaction (k) 21 b b 22 b b 23 b b 24 b b 25 b a 26 b a 27 b a 28 b a 29 b a 30 b a 31 b a 32 b a 33 b a 34 b a 35 b a 36 b a 37 b a 38 b a 39 b a 40 b a Hl-93
BRIDGE DESIGN AIDS • F. EBRUARY. 2008 . LRFD . 9-1 HL-93 L. OADING (LRFD) Table of Maximum Moments, Shears, and Reactions Simple Spans, One …
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