After 72 hours, the unit is subject to a restocking fee of up to 50%.įor Parts or Not Working: These items are not eligible for return and no refunds will be issued for units in this condition. 5-Hole Splice Plate - Electro-Galvanized Skip to product information Shop more Flat Fittings Browse SKU: FS-5010-E/G 5-Hole Splice Plate - Electro-Galvanized 4.14 Quantity Add to cart Ships in 7-14 business days.
Splice plate galvinized steel full#
If a Used unit is dead on arrival, the buyer must notify us within 72 hours of receiving the unit in order to receive a full refund. Used: These units include a 30 day DOA warranty. If a product has been removed from a sealed package, it may not be eligible for return. After 72 hours, the unit is subject to a restocking fee of up to 50%. If a New / New Other / New Open-Box unit is dead on arrival, the buyer must notify us within 72 hours of receiving the unit in order to receive a full refund. New / New Other / New Open-Box: These units include a 30 day DOA warranty. Returns are handled differently depending on an item's condition. Here's the fine print regarding returns and warranties: We've outlined our policies below to prevent any confusion if there’s an issue. In general, an economical girder arrangement is one that:īalance M & V Distribution Factors.Customer satisfaction is our goal, but sometimes things don't go as planned. Several items shall be considered when determining the girder spacing for non-standard roadways: 751.14.1.3 Optimizing Girder Spacing on Non-Standard Roadways (*) Maximum length from End Bent to end Bent = 500 feet. Typical Continuous Steel Structures – Integral End Bents: If the flange width is held constant and the flange thickness is varied, then economy could result if welded butt splices were permitted. Note that flange transitions may be economical if the flange thickness is constant and the flange width is varied since the flanges could be cut from the same plate material. the following dimensions shall not be exceeded: Flange width increment is 1 inch.įor radii less than 1000 ft. Maximum flange thickness = 4”, except for HPS70W limitations and curved girders with radii less than 1000 feet.įlange thickness increment is 1/8 inch. This limitation is to prevent out-of-plane distortion of the girder. For shipping and erection purposes, minimum width of both compression and tension flanges shall not be less than L/85, where L is the shipping length of the girder section. Minimum flange dimensions are 3/4" x 12”. For webs deeper than 42 in., a general rule of thumb is to determine the minimum web thickness without stiffeners then, use a web thickness 1/16 inch less. It will usually be economical to eliminate transverse stiffeners for shallow webs (36” to 42”). A cost comparison should be made based on current average bid prices that may be obtained from the Structural Project Manager for comparable bridges. Garage Door 14 High Lift Track Splice Plates Galvanized Steel 14'. Transverse stiffeners may be omitted when indicated by design and economy. Minimum web thickness for plate girders = 1/2"
= 150 l b / f t 3 (ft)Ĭontinuous Girders, HS20, ASTM A709 Gr. General Unit weight of reinforced concrete, 6.5 751.14.6.5 Offsets for Curved Plate Girdersħ51.14.1 General 751.14.1.1 Materials and Selection of Steel.6.4 751.14.6.4 Spacing of Intermediate Diaphragm from Splice.6.3 751.14.6.3 Girder Elevation Variation Sketch.6.2 751.14.6.2 Girder Camber and Dead Load Deflection.5.10 751.14.5.10 Weld Design and Detail Guidance.5.8 751.14.5.8 Protective Coating Requirements.
5.4 751.14.5.4 End Diaphragms for Plate Girders.5.3 751.14.5.3 End Diaphragms for Wide Flange Beams.3.3 751.14.3.3 Plate Girder - Web Splice Tables.3.2 751.14.3.2 Plate Girder - Flange Splice Tables.Plates are cut on a computer-controlled plasma cutter.
Typical plates are 1/4 thick, but larger trusses may require 3/8, 1/2 or larger plate, which we can supply. These are typically flat, 2-dimensional shapes, cut to conform with truss members.
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