Design of a reinforced-concrete deck-girder highway bridge (1913)
Huxmann, Richard Frederick · leaf 68
X 7 - 590 X 1.75 - 1.75 X 1750 a 8,328 lb. ft. = 100,000 lb.in. M = R b d2 b- 12 d= 7.75 100,000 = R X 12 X 53 R * 100,000630- 159 A =- .012 X 12 X 7.75= 1.115 See Fig. 6, 7,8 for arrangement of steel. The shear at the section of the slab just inside of the girder is 3,500 - 350 - 270 - 2,880^… … =•0 -to . I.. * ♦1 ♦ 3- 6 t _ ^4 6 1 u *■ »• * 1- *•«■»■ -t <■ Cress •Secf/oi of S/o6 or?c/ O/refers ^>/7orv//7c? *Sfee/ os?cZ Z ca c/ jOcye fho//7G>. 2 roc/s <S> f-O
Bridges · Reinforced concrete construction · Girders · Theses
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