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Design of a trunnion bascule bridge (1913)

Chang, Luan · leaf 54

An illustration from Design of a trunnion bascule bridge, 1913, leaf 54
o T 306.30 117.00 6563 2.51 2.5 C 110.00 66.60 6565 ^.«7 4.0 22 This means that v/hatever small amount of shear be applied atthis point, stiffeners are necessary. Further, the specificationsrequire the stiffeners to be spaced at distance apart not greaterthan d, the dei>th of the girder. The… … beams, see Fig. 1. The minimum sec- tion to be used is ^2 ^ ^2 ^ ^ ^According to Art. 4o, P = 130OO - try 4 - 3|- X 5^ x ,1 « Fig* !• load strain least radius of gyration is to be determined thus: 6oi. Using ^ of this value for live |B for panel point 1C. r, the Mom. of Inert, of angles = Area of 2…

Movable bridges · Bridges · Theses

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