flange plates to be welded to beam flanges. column splice plates with lifting holes single-bevel-...
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![Page 1: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/1.jpg)
Flange Plates to be
Welded to Beam Flanges
![Page 2: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/2.jpg)
![Page 3: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/3.jpg)
Column Splice Plates With
Lifting Holes
Single-Bevel-Grove and Fillet Weld Near Side (Pre-Qualified
Weld)
![Page 4: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/4.jpg)
C
C
![Page 5: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/5.jpg)
Top Stiffener Plates are thinner
Bottom Stiffener Plates are Generally
thicker by ¼ inch
Vertical Cut Elevation CC
![Page 6: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/6.jpg)
![Page 7: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/7.jpg)
![Page 8: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/8.jpg)
Detailing and Shop Drawings of Beams
![Page 9: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/9.jpg)
Moment or fixed Connections
Typical Structural Drawing of a Floor Plan
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Shear or PinConnections
Typical Structural Drawing of a Floor Plan
![Page 11: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/11.jpg)
Beam SupportReactions in Kips
![Page 12: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/12.jpg)
Number of ShearConnectors on
the Beam
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Camber of 1.5-inch on Beams with
Shear Connections
![Page 14: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/14.jpg)
Beams with Moment Connections are
Generally not Cambered
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Set Backs of 5/16-Inch Each = Half Web Thickness of Supporting Beam Web
Beam’s Ordered Length is 20’ - 10-3/8 with out to out Of Angles Length of 20’ – 11-3/8
![Page 16: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/16.jpg)
![Page 17: Flange Plates to be Welded to Beam Flanges. Column Splice Plates With Lifting Holes Single-Bevel- Grove and Fillet Weld Near Side (Pre-Qualified Weld)](https://reader036.vdocuments.us/reader036/viewer/2022081508/5697c01d1a28abf838cd06b4/html5/thumbnails/17.jpg)
Cope 2 x 5 3/4