Aug 2, 2011 · The Dwg called for A WT 20x91.5 it didn't specify a WF cut down. I was under the impression if it was listed in the AISC book it could be purchased My concern is the excessive …

Jul 21, 2009 · Is the beam termporarily propped or shored while strengthening? I worked on a retrofit job where that was the case, beams shored under constant load applied by hydraulic …

Jul 8, 2003 · A safety chain wrapped loosely around beam is a good idea if they do tend to spring apart. (I've seen some beams "un-zip" the tabs for the full length when the 1st tab was cut.) …

May 26, 2009 · Variants of this connection would involve either adding gusset above the new beam, or below your WT section to get additional connectivity to the endplate. If highly loaded …

Jan 28, 2004 · We are designing a WT-beam with a channel on the bottom to form a composite section. If the channel is positioned so that it's x-axis is oriented in the same location as the …

Dec 10, 2014 · 1. Your weld symbol (WT flange tip to column) is drawn on the top of the line which implies "other side" of the arrow for the weld. Your weld is on the arrow side so the fillet …

May 18, 2016 · i have an architect who would like a curved WT9x38 beam, with the flange on the outer most radius of the curve. The radius is about 5'4" and makes a half a circle. i'm worried …

May 18, 2016 · i have an architect who would like a curved WT9x38 beam, with the flange on the outer most radius of the curve. The radius is about 5'4" and makes a half a circle. i'm worried …

Nov 5, 2008 · 1. Hollow Core On WT Beam - When you bear plank on the bottom flanges of a WT for an interior bearing condition - how do most of you fasten the plank to the beam? For a …

Mar 29, 2011 · With the WT section added, the top and bottom flanges are comparable. With the W6X20 section added, the top and bottom flanges are not. As a result, with the WT section, …