08.10.2014 Views

Vulcraft_Joist_Catal..

Vulcraft_Joist_Catal..

Vulcraft_Joist_Catal..

SHOW MORE
SHOW LESS
  • No tags were found...

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

VULCRAFT SLH / GENERAL INFORMATION<br />

ACCESSORIES AND DETAILS<br />

SLH SERIES LONGSPAN STEEL JOISTS.<br />

MIN 1/4<br />

12<br />

THE STANDARD CONFIGURATION FOR SLH-SERIES JOISTS IS A<br />

DOUBLE PITCHED TOP CHORD WITH A MINIMUM PITCH OF 1/4<br />

INCH PER FOOT. THE DEPTH OF THE JOIST SHALL BE THAT AT THE<br />

RIDGE OF THE JOIST. FOR OTHER CONFIGURATIONS CONTACT<br />

VULCRAFT. WEB LAYOUT MAY VARY FROM THAT SHOWN.<br />

SLH-SERIES CAMBER*<br />

TOP DOUBLE PARALLEL<br />

CHORD PITCH CHORD<br />

LENGTH JOISTS** JOISTS<br />

111'-0" 3 1/4" 5 1/4"<br />

120'-0" 3 1/2" 6"<br />

130'-0" 3 7/8" 7"<br />

140'-0" 4 1/8" 8"<br />

150'-0" 4 3/8" 8 3/4"<br />

160'-0" 4 3/4" 9 1/2"<br />

180'-0" 5 1/4" 10 1/2"<br />

200'-0" 5 7/8" 11 3/4"<br />

220'-0" 6 1/2" 13"<br />

240'-0" 7" 14"<br />

**JOISTS WITH TOP CHORD PITCH<br />

OF 1/4" PER FOOT OR GREATER.<br />

*For walls or other structural members near SLH-Series <strong>Joist</strong>s<br />

provisions need to be made to match top chord elevation.<br />

Specifying professional must provide camber requirements<br />

as a percentage of live load and dead load if camber is<br />

different from that shown.<br />

SLOPE*<br />

12"<br />

*MINIMUM SLOPE 1/4":12<br />

PARALLEL CHORD JOISTS<br />

SEE SPECIFICATION 203.4 (c)<br />

TOP CHORD EXTENSION (a)<br />

SEE TABLE 204.8.1<br />

(a) Extend top chords require the special attention of the<br />

specifying engineer.<br />

The magnitude and location of the design loads to<br />

be supported, the deflection requirements, and the<br />

proper bracing shall be clearly indicated on the<br />

structural drawings.<br />

NOTE:<br />

FOR ANY CONCENTRATED LOADS SUCH AS<br />

BASKETBALL GOALS, CURTAINS, SCORE<br />

BOARDS, HVAC UNITS, ETC. IT IS ESSENTIAL THAT<br />

THE SPECIFYING ENGINEER PROVIDE THE<br />

MAGNITUDE AND LOCATION OF ALL LOADS ON<br />

THE STRUCTURAL DRAWINGS.<br />

BOTTOM CHORD STRUT<br />

(SEE SPECFICATION 204.1)<br />

*** If bottom chord is to be bolted or welded the specifying professional<br />

must provide axial loads on structural drawings.<br />

64

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!