HomeMy WebLinkAboutEARTHQUAKE CALCS - LATERAL EQ BEACING CALC - 18-00176 - 220 S 2nd W - Arbor Cove - Bldg (C) #2 - 32 Units - New Dormitory HousingProject: Contractor:
Address: Address:
Telephone:
1071
Structure attachment fitting or tension-only bracing system:
Type of brace:1744.6
Angle of brace: Sway brace (pipe attachment) fitting:
Least radius of gyration:*
L/R value:*1744.6
Maximum horizontal load:
Orientation of connecting surface: VERTICAL
Fastener:
Type:
Diameter:
TOP CORD
Maximum load:
Brace identification no.
Diameter Type Wp Total Weight
1 in. Sch 40 0.00 ft 2.05 lb/ft 0.5 0.00 lb
1 1/4 in. Sch 40 0.00 ft 2.92 lb/ft 0.5 0.00 lb
1 1/2 in. Sch 40 0.00 ft 3.61 lb/ft 0.5 0.00 lb
2 in. Sch 10 0.00 ft 4.22 lb/ft 0.5 0.00 lb
2 1/2 in. Sch 10 0.00 ft 5.89 lb/ft 0.5 0.00 lb
3 in. Sch 10 0.00 0 7.94 lb/ft 0.5 0.00 lb
4 in. Sch 40 30.00 ft 16.31 lb/ft 0.5 244.65 lb
6 in. Sch 10 ft 23.03 lb/ft 0.5 0.00 lb
8 in. Sch 10 ft 40.08 lb/ft 0.5 0.00 lb
Total weight 244.65 lb
281.35 lb
*Excludes tension-only bracing systems
c 2006 National Fire Protection Association
FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form
30
Sprinkler System Load Calculation [Fp= __.5____ Wp (default is 0.5)]
(to be used on plans)
_45-59__ Degree from Vertical
Length (ft)
CONN. ANGLE F
310
SEE CALCULATIONS FOR DEGREE FROM VERTICAL
NFPA 13 (p. 1 of 1)
Weight per ft
REXBURG, ID
Length of brace:
Diameter of brace:
7'-0"
1 in.
Make: Afcon
Listed load rating: 2015
(Provide detail on plans)
Sheet __1__ of __2__
Seismic Brace Attachments
Fp x 1.15
Total (ft)
Laterial Seismic Bracing Calculations
Phoenix Fire Protection
4130 Airport Road
Nampa, Idaho 83687
(208) 461-9117
ARBOR COVE BLDG 2
SOUTH 2ND WEST
4" Sch 10 Lateral Table 9.3.5.5.2(a)
Brace Information
(208) 468-9115
Model: #077Make: Afcon
Adjusted load rating per 9.3.5.2.3:
Adjusted load rating per 9.3.5.2.3:
BRACING DISTANCE 30'=
Schedule 40
3/8" X 3 1/2"
Seismic Brace Assembly Detail
60 - 90 deg
0.42
200
LAG SCREW
1604
Fastener Information
Model: "E"
Listed load rating: 2015