Revision of the Niagara Railway Arch Bridge (1920)
Charles Evan Fowler · [New York] : American Society of Civil Engineers · leaf 23
nostreet cars, and that the maximum highway live load is small in pro-portion to the train load adopted, no impact allowance was made forthis part of the moving load. When still further additions are madeto the structure and street cars provided for, then an impact allow-ance will be made on the… … U, -^ -nop + 400 TOP VIEWS U2 END VIEWS ^lll § U, § g ° I 11 I 2 , o +(4-POSTL72L2 DIAG. U2L>. ONLOAD GZ
Bridges
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