l / r = 200
Brace schedule / size = Sch 40 / 1”
Brace length = 7’0”
Brace Angle = 45°– 59°
Max load = 1735 lbs
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Fire Sprinkler Design and Fire Sprinkler Layout
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March
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- Scaling objects in a CAD environment
- Fire Sprinkler Design info for Air Compressors
- WET-PIPE PROCEDURES Part 4
- WET-PIPE PROCEDURES Part 3
- WET-PIPE PROCEDURES Part 2
- WET-PIPE PROCEDURES Part 1
- DRY-PIPE PROCEDURES Part 3
- DRY-PIPE PROCEDURES Part 2
- DRY-PIPE PROCEDURES Part 1
- DRY AUXILLARY DRUM-DRIP DRAINAGE PROCEDURES
- Figuring Pressure / K Factor / GPM
- Specific Gravity
- Safety Pressure Remaining
- Volume of Water Per Foot of Pipe
- Dedicated Electrical Space
- Engineering vs Design Part 3
- Engineering vs Design Part 2
- Engineering vs Design
- DETERMINE WHAT BRACE ANGLE AND FIGURE WILL BE USED
- MAXIMUM HORIZONTAL LOADS
- Longitudinal Sway Bracing
- LATERAL SWAY BRACING PART 2
- LATERAL SWAY BRACING
- Structural Components & Sway Bracing
- NFPA 13 UG STUB-IN
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