What people are saying - Write a review
We haven't found any reviews in the usual places.
Properties of Materials 2
Properties of Sections 2
BuiltUp Tension Members 2 3
29 other sections not shown
A36 steel AISC Formula AISC Sec allowable angle applied assumed axial beam flange bending stress bevel bolts bridge buckling built-up butt weld column flange compression member compressive stress connecting plate connecting weld cover plate cross-section curve deflection depth determined diagonal diagram distance E70 welds edge elastic area electrode fabricated factor factor of safety fatigue strength field welding Figure 11 fillet weld flange plates frame groove weld haunch horizontal shear in.-kips Incl increase inertia joint kips lbs/in length longitudinal maximum method minimum neutral axis nomograph pipe plastic portion preheat problem radial radius of gyration ratio resulting rotation section modulus shear force shear stress simply supported splice stiffeners structure Table Tee section tensile tensile stress tension top plate torsional resistance transverse truss vertical shear Vierendeel truss weld metal welded connection weldor width yield point yield strength