Aisc design guide 03 serviceability design considerations for steel buildings 2nd edition

Page 47

SERVICEABILITY CONSIDERATIONS

SKYLIGHT SUPPORTS

DEFORMATION

RECOMMENDATION

LOADING

SKYLIGHT FRAME RACKING

1 / 4 IN. GASKETED MULLIONS

DL + LL

SKYLIGHT FRAME RACKING

1 / 8 IN. FLUSH GLAZING

DL + LL

DEFLECTION NORMAL TO GLAZING

L / 300 ≤ 1 IN. MAXIMUM

DL + LL

Ä1 + Ä2

α ? 25 DEGREES

Ä1 + Ä2

25 <

Ä1 + Ä2

α ≥ 45 DEGREES

Ä3 - Ä4

L1 / 240 ≤ 1 / 2 IN. MAXIMUM

± 1 / 8 IN. DL + LL

± 5 / 16 IN.

α < 45 DEG.

DL + LL

± 1 / 2 IN. DL + LL

DL + LL

DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS / 39


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