9-1 Hl-93 Loading (LRFD) - California Department of ...

1 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 Loading ( lrfd ) 1 BRIDGE DESIGN AIDS FEBRUARY 2008 lrfd Table of Maximum Moments, Shears, and Reactions Simple Spans,One Lane Without Dynamic Load Allowance (cont.)

2 Span(ft) Moment End Shear and (k-ft) End Reaction (k) 42 a a 44 a a 46 a a 48 a a 50 a a 52 a a 54 a a 56 a a 58 a a 60 a a 62 a a 64 a a 66 a a 68 a a 70 a a 75 a a 80 a a 85 a a 90 a a 95 a a a controlled by Design Truck + Lane Loading b controlled by Design Tandem + Lane Loading Span(ft)100 110 120 130 140 150 160 170 180 190 200 220 240 260 280 300 Moment End Shear and (k-ft) End Reaction (k) a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 123 a a Hl-93 Loading ( lrfd ) 2 BRIDGE DESIGN AIDS FEBRUARY 2008 lrfd Table of Maximum Moments, Shears, and Reactions Simple Spans,One Lane With Dynamic Load Allowance (cont.)

3 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 Loading ( lrfd ) 3 BRIDGE DESIGN AIDS FEBRUARY 2008 lrfd Table of Maximum Moments, Shears, and Reactions Simple Spans,One Lane With Dynamic Load Allowance (cont.)

4 Span(ft) Moment End Shear and (k-ft) End Reaction (k) 42 a a 44 a a 46 a a 48 a a 50 a a 52 a a 54 a a 56 a a 58 a a 60 a a 62 a a 64 a a 66 a a 68 a a 70 a a 75 a a 80 a a 85 a a 90 a a 95 a a a controlled by Design Truck + Lane Loading b controlled by Design Tandem + Lane Loading Hl-93 Loading ( lrfd ) Span(ft) Moment End Shear and (k-ft) End Reaction (k) 100 a a 110 a a 120 a a 130 a a 140 a a 150 a a 160 a a 170 a a 180 a a 190 a a 200 a a 220 a a 240 a a 260 a a 280 a 300 a 4