Vulcraft Steel Joists and Joist Girders Catalog - Sites at Lafayette
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