12.07.2015 Views

FP-96 English Version - Eastern Federal Lands Highway Division

FP-96 English Version - Eastern Federal Lands Highway Division

FP-96 English Version - Eastern Federal Lands Highway Division

SHOW MORE
SHOW LESS
  • No tags were found...

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Section 562Use falsework columns that are steel with a minimum section modulus abouteach axis of 9.5 cubic inches or sound timbers with a minimum section modulusabout each axis of 250 cubic inches.Mechanically connect the base of each column or tower frame supportingfalsework over or immediately adjacent to an open public road to its supportingfooting or provide other lateral restraint to withstand a force of not lessthan 2,000 pounds applied to the base of the column in any direction. Mechanicallyconnect such columns or frames to the falsework cap or stringer toresist a horizontal force of not less than 1,000 pounds in any direction. Neglectthe effects of frictional resistance.Brace or tie exterior girders, upon which overhanging bridge deck falseworkbrackets are hung, to the adjacent interior girders as necessary to preventrotation of exterior girders or overstressing the exterior girder web.Mechanically connect all exterior falsework stringers and stringers adjacentto the end of discontinuous caps, the stringer or stringers over points of minimumvertical clearance and every fifth remaining stringer, to the falsework capor framing. Provide mechanical connections capable of resisting a load in anydirection, including uplift on the stringer, of not less than 500 pounds. Installconnections before traffic is allowed to pass beneath the span.Use 0.625-inch diameter or larger bolts to connect timber members used tobrace falsework bents located adjacent to roadways or railroads.Sheath falsework bents within 20 feet of the centerline of a railroad track solidin the area between 3 and 17 feet above the track on the side facing the track.Construct sheathing of plywood not less than 0.625 inches thick or lumbernot less than 1 inch nominal thickness. Provide adequate bracing on suchbents so that the bent resists the required assumed horizontal load or5,000 pounds, whichever is greater, without the aid of sheathing.Provide at least the minimum required vertical and horizontal clearancesthrough falsework for roadways, railroads, pedestrians, and boats.484

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!