Alternative Alternative Bracing Bracing Methods Methods
Torsional Bracing
Torsional Bracing
Rods are omitted from one sidewall. 29
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Alternative Alternative Bracing Bracing Methods Methods
Alternative Alternative Bracing Bracing Methods Methods
Notes About Torsional Bracing • Inexpensive • • • •
Portal Bracing Portal Brace Includes:
Maximum building width of 50’ Maximum eave height of 18’ 100 mph maximum wind speed Minimum 3 bays
•Portal Beam •Knee Braces •Additional column support
• Call your Service Center if close to these
•Clips, bolts & nuts
parameters
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Alternative Alternative Bracing Bracing Methods Methods
Portal Bracing
Notes About Portal Bracing • More expensive than rods • Flexible, not as stiff as diagonal bracing
• Maximum eave height of 20’ • Special clearances possible
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Portal Bracing
Portal Bracing
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Portal Bracing
Portal Bracing???
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Portal Frame
Alternative Alternative Bracing Bracing Methods Methods Portal Frames Portal Frame Includes: • Portal Frame Beam • Portal Frame Columns • Load Transfer Brackets or Clips
• Bolts and Nuts 40
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Portal Frame
Alternative Alternative Bracing Bracing Methods Methods Notes About Portal Frames • More expensive than rods • Relatively stiff • Special clearances possible
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Portal Frame
Alternative Alternative Bracing Bracing Methods Methods
(typ. typ. Anchor Bolt Detail)
Eave
Floor
Combination of Rods and Portal Frame • May be more economical in some cases
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Bracing Comparisons (Building Size = 200 x 300 x 19, 99BOCA, 80 MPH Wind - Book Price Shown)
Bracing types may not be mixed in any single plane...however, it is OK to mix them within the same bay
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Rod Bracing at Truss Frame
Rod Bracing at Truss Frame
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Rod Bracing at Crane
Rod Bracing at Facade
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No No Bracing?!?!?! Bracing?!?!?! As erection proceeds all Brace Rods, Flange Braces, Struts, Purlin/Girt Laps should be installed before proceeding. All buildings will require some temporary bracing until all erection is complete ! Do NOT take any chances !
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What Wind Can Do!
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Bracing Tips n
n n
n
Bracing most effective at 45 degree angle “X”X”-bracing always most economical Consider Int.Col. Int.Col. Bracing at wide buildings Consider “shear “shear walls” walls” with masonry, etc. 58