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Vulcraft Steel Joists and Joist Girders Catalog - Sites at Lafayette

Vulcraft Steel Joists and Joist Girders Catalog - Sites at Lafayette

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VULCRAFT S L H / GENERAL INFORMAT I O N<br />

ACCESSORIES AND DETA I L S<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 CONTA C T<br />

V U L C R A F T. WEB LAYOUT MAY VA RY FROM THAT SHOWN.<br />

SLH-SERIES CAMBER*<br />

TO P D O U B L E PA R A L L E L<br />

CHORD P I T C H C H O R D<br />

L E N G T H J O I S T S ** J O I S T S<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 TO P CHORD PITCH<br />

OF 1/4" PER FOOT OR GREAT E R .<br />

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

provisions need to be made to m<strong>at</strong>ch top chord elev<strong>at</strong>ion.<br />

Specifying professional must provide camber re q u i rements as<br />

a percentage of live load <strong>and</strong> dead load if camber is diff e re n t<br />

f rom th<strong>at</strong> shown.<br />

S L O P E *<br />

1 2 "<br />

* M I N I M U MSLOPE 1/4":12<br />

PA R A L L E LCHORD JOISTS<br />

SEE SPECIFICATION 203.4 (c)<br />

TO P CHORD EXTENSION (a)<br />

SEE TABLE 204.8.1<br />

( a ) Extend top chords require the special <strong>at</strong>tention of the<br />

specifying engineer.<br />

The magnitude <strong>and</strong> loc<strong>at</strong>ion of the design loads to<br />

be supported, the deflection re q u i rements, <strong>and</strong> the<br />

p roper bracing shall be clearly indic<strong>at</strong>ed on the<br />

s t ructural drawings.<br />

N O T E :<br />

FOR ANY CONCENTRATED LOADS SUCH AS<br />

BASKETBALL GOALS, CURTAINS, SCORE BOARDS,<br />

H VAC UNITS, ETC. IT IS ESSENTIAL THAT THE<br />

SPECIFYING ENGINEER PROVIDE THE<br />

MAGNITUDE AND LOCATION OF ALL LOADS ON<br />

THE STRUCTURAL DRAW I N G S .<br />

B O T TOM 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 />

6 4

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