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Technical Guide STEICO construction

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| Span tables for sTEICOjoist to BS 5268<br />

G + Q<br />

l<br />

Maximum single spans l in [m],<br />

max. deflection = 12 mm or 0,003 * l<br />

Live load Q = 1,5 kN / m²<br />

Type<br />

<strong>STEICO</strong> joist<br />

SJ 45<br />

<strong>STEICO</strong> joist<br />

SJ 60<br />

<strong>STEICO</strong> joist<br />

SJ 90<br />

Depth H [mm]<br />

G = 0,75 kN / m 2<br />

Joist centers [mm]<br />

G = 1,25 kN / m 2<br />

Joist centers [mm]<br />

400 480 600 400 480 600<br />

200 4.13 3.92 3.60 3.89 3.64 3.34<br />

220 4.39 4.19 3.92 4.16 3.95 3.64<br />

240 4.64 4.42 4.16 4.40 4.19 3.92<br />

300 5.32 5.07 4.78 5.05 4.80 4.52<br />

360 5.93 5.65 5.33 5.63 5.36 4.66<br />

200 4.42 4.21 3.94 4.18 3.98 3.65<br />

220 4.70 4.47 4.21 4.45 4.23 3.98<br />

240 4.96 4.72 4.44 4.70 4.47 4.21<br />

300 5.68 5.41 5.09 5.39 5.13 4.82<br />

360 6.33 6.03 5.68 6.00 5.71 5.38<br />

400 6.73 6.41 6.04 6.38 6.08 5.72<br />

200 4.84 4.61 4.33 4.58 4.36 3.97<br />

220 5.15 4.90 4.60 4.87 4.63 4.30<br />

240 5.44 5.17 4.86 5.15 4.89 4.60<br />

300 6.23 5.93 5.57 5.90 5.61 5.27<br />

360 6.94 6.60 6.21 6.57 6.25 5.87<br />

400 7.37 7.02 6.60 6.98 6.64 6.24<br />

18 <strong>Technical</strong> <strong>Guide</strong> <strong>STEICO</strong> <strong>construction</strong>

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