Transcription of SECTION 10 - STRUCTURAL STEEL - Caltrans
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SECTION 10 - STRUCTURAL STEEL - Caltrans
BRIDGE DESIGN SPECIFICATIONS FEBRUARY 2004 SECTION 10 - STRUCTURAL STEEL (1996 Sixteenth Edition with 1997 - 2001 Interim Revisions) Part A General Requirements and Materials APPLICATION + General + The specifications of this SECTION are intended + for design of STEEL components, splices and connections + for straight beam and girder structures, frames, trusses, + arches and metal structures, as applicable. For horizon + tally curved bridges, see the current AASHTO Guide + Specifications for Horizontally Curved Bridges.+ Notations + A = area of cross SECTION ( ) (Articles , + , , , and ) A = bending moment coefficient (Article ) + Ae = effective area of a flange or splice plate with holes ( ) (Articles , )+ AF = amplification factor (Articles and ) + Af = sum of the area of the fillers on the top and + bottom of the connected plate ( ) (Article + ) + (AFy)bf = product of area and yield strength for bottom + flange of STEEL SECTION (lb) (Article ) + (AFy)c = product of area and yield strength of that part of reinforcing which lies in the com + pression zone of the slab (lb.)
BRIDGE DESIGN SPECIFICATIONS • FEBRUARY 2004 SECTION 10 - STRUCTURAL STEEL (1996 Sixteenth Edition with 1997 - 2001 Interim Revisions) Part A General Requirements and Materials . 10…
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