Convert wind load mph to psf

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  • I have a column with wind direction (N,NNE,NE...) and I need to convert it to a numerical representation (0,22.5,45...). And then just use a Vlookup worksheet function to get the degrees - see funcion help if you are unfamiliar with vlookups.
  • calculation of wind loads for low slope roofing. The lack of continuity created confusion driving specifiers to rely on the insurance industry, and in particular, Factory Mutual Research Corp. (‘FMRC’), the primary entity in the United States testing and approving roof assemblies with ratings related to wind uplift, fire and hail resistivity.
  • Blowing wind exerts pressure on the objects that are in its way. The amount of pressure exerted by wind on an object depends on the wind's speed and density, and the object's shape. If you know these three variables, you can easily convert wind speed to pressure in pounds per square inch (psi).
  • Wind Loads = Uplift Assume design wind speed of 80 mph (W) To convert MPH to a basic wind velocity pressure (q) in pst, q= 0.00256 x Kz x y'l Where V is basic wind s~ and Kz is velocity pressure coefficient = 0.8 q:::: 0.00256 x0.8 (80) = 13.11 pst Design wind pressures (p) are based on external and internal effects utilizing tt following equation:
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  • Ground Snow Loads 10 psf Live Load 25 psf Snow Load Wind Speed 110 MPH EXPOSURE B and Exposure 110 MPH EXPOSURE C or 120 MPH EXPOSURE B 115 MPH EXPOSURE B 115 MPH EXPOSURE C or 120 MPH EXPOSURE B Maximum Ss = 150% Seismic Design Category D PAGE 1 GENERAL NOTES SECTION DESCRIPTION PAGE 2 A. Louver and Rafter Spans for Louver and Commercial Covers
  • How to convert from wind loads from MPH to PSF in AutoPIPE? Solution: Convert MPH to PSF: (MPH ^2) *0.00256 . Note: Search the internet for wind calculator to help with this calculation. See Also. Modeling "Wind" - Load Case. Bentley AutoPIPE
  • , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C DESIGN WIND LOAD PROCEDURES: Applicable to methods specified in Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding ...
  • to determine the actual wind speed at that location. The wind directionality factor, Kd, is applied when wind load is combined with other loads, such as snow or seismic conditions. For most fenestration applications, Kd is 1.0. Importance Factors The use of the project building is of concern when determining the design pressure and is
  • New post (Wind Speed to Pressure (PSF)) has been published on David Sisson Architecture PC, Providence, Rhode Island
  • Roof Live Load: 30-50 PSF (pounds per square foot) Wind Load: 10 PSF unanchored, 20 PSF anchored* Floor Load: 125 PSF: Roof Pitch: 1/4":12" single slope design: Interior Structural Steel: 14, 16, 18, and 20-gauge: Floor Systems: 16-gauge zinc-coated 4" floor joists and track with 1/2" treated plywood flooring: Leveling Feet
  • load of 5 psf, 7.5 psf, and 10 psf of partition surface. You may increase the rigidity by placing stiffener channels through the steel stud knockouts, by using two layers of gypsum board, or by decreasing the stud spacing. Use standard 25- and 20-gauge studs for interior partitions. They have height limits as shown in Table 1 and Table 2. Attach
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The proxy server is refusing connections firefox burp suitePSF = otf2psf(OTF) computes the inverse Fast Fourier Transform of the optical transfer function (OTF) and creates a point-spread function (PSF), centered at the origin. PSF = otf2psf( OTF , sz ) specifies the size, sz , of the output point-spread function. 1 mile per hour = 0.45 m/s, 1 pound per square foot = 47.9 N/m2. Note: For effective areas between those given above, the load The load effects of the design wind pressures from Section 1609.6.2.1 shall not be less than assuming the pressures, ps, for Zones A, B, C and D all equal to + 20 psf (0.96...
TABLE 3.6 Summary Wind Load on FS Structural Frame Wind Load on FE Equipment And Piping Total Wind Load on FT Structure Wind – Direction 1 143 kips (636 kN) Wind – Direction 2 108 kips (480 kN) *Assume 27 kips (120 kN) 170 kips (756 kN) *Assume 19 kips (84.5 kN) 127 kips (565 kN) *No equipment or piping were included in this example, but ...
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  • Jun 26, 2013 · Then psi = mph^2 * 17.7532e-6 Or psi = mph^2 / 56327.87 At 60 mph the theoretical dynamic pressure will be 0.0639115 psi What the computation does confirm is that at the speed of road vehicles, the force of the wind on a large exposed surface can be very great, but the pressure per unit area is small when compared to atmospheric pressure.
  • 1. Crane hook loads need not be combined with roof live load or with more than three-fourths of the snow load or one-half of the wind load. 2. Flat roof snow loads of 30 psf ( 1.44 kN/m 2) or less and roof live loads of 30 psf ( 1.44 kN/m 2) or less need not be combined with seismic loads.
  • 26 of components and cladding wind loads on o pen b uildings with m onoslope, p itched, or troughed roofs The bas ic wind speed used was 115 mph according to Figure 26.5 1A of ASCE7 10 for R isk C ategory II B uildings. The wind load was reduced by 80 percent according to the provisions for short duration installations in chapter 6 of ASCE 37.

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Convert MPH to PSF: (MPH ^2) *0.00256. Note: Search the internet for wind calculator to help with this calculation.
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How to Use the Wind Load Calculator. The information obtained in the following spreadsheet will allow for better calculations to determine if the design pressure for a particular door size and series meets the specified requirements. Once of all the information is entered, the spreadsheet will automatically calculate the design pressure.
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Wind Loads = Uplift Assume design wind speed of 80 mph (W) To convert MPH to a basic wind velocity pressure (q) in pst, q= 0.00256 x Kz x y'l Where V is basic wind s~ and Kz is velocity pressure coefficient = 0.8 q:::: 0.00256 x0.8 (80) = 13.11 pst Design wind pressures (p) are based on external and internal effects utilizing tt following equation: Max. Load Wind: 2400 Pa (50 psf, 245 kg/m²) front & back Snow: 5400 Pa (112 psf, 550 kg/m²) front Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) andCertifications Warranties • 25-year limited power warranty • 25-year limited product warranty Certifications • UL 1741, including compliance with applicable
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ASTM E1300 Wind Load Calculator This calculator makes it easy for you to perform preliminary assessments of the Wind Load resistance of single glazed, annealed (not heat treated) window glass, with various edge support conditions, according to the ASTM E1300 standard. A forum page for Convert-Me.Com - online units conversion. View topic - convert cu. ft. to PSF for concrete wall dead load
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WIND LOAD RATING - 2009 AND PREVIOUS INTERNATIONAL BUILDING CODE Maximum Width Panel Profile Design Pressure Equiv. Basic Wind Speed EXP. B EXP. C 10'0" ROUND ± 37psf 150 mph 130 mph 16'0" ± 28psf 130 mph 110 mph Pressure/Speed conversions per DASMA TDS 155 Pressure/Speed conversions per DASMA TDS 155 WIND LOAD RATING - 2010 FLORIDA BUILDING CODE
  • Overhead System Load Cases NESC 250B, 4 psf wind, no ice NESC 250C, 120 mph wind, no ice NESC 250D, 80 mph wind, ¼” ice 1” ice, no wind Max final tension (42.1%) and sag (25.5’) with 1” ice Max transverse load on guys with 120 mph wind (27.8% of NESC limit, 3/8” EHS guy wire) Wind Load Vs. PSF Wind Pressure of Basic Speed is: q= (V^2)/1.6 { V to the power of 2 divided by 1.6} Where q is the pressure in Pa and V is the wind velocity in m/sec. Category 1 Hurricanes Hurricane with sustained wind speeds of 74 mph to 95 mph are classified as Category 1 strength.
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  • higher wind speed data and, to qualify FM approved systems, their data must be used. The ANSI publications refer to wind speeds as "Fastest mile" rather than the hourly average wind pressures used in the National Building Code of Canada. To convert hourly wind pressures in kPa to "Fastest mile" wind speeds in mph, the following formula is used:
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  • Three-second wind speed: 130 mph (209 km/hr) Missile criteria: 2- by 4-inch (5- by 10-cm) timber plank, 15 lb (6.8 kg) at 50 mph (80.5 km/hr); max. height 50 ft (15.2 m) Extreme Wind/Tornado (Wind Loads) (SC-I) Three-second wind speed: 240 mph (386 km/hr) Atmospheric pressure change: 150 psf (7182 Pa) Rate of pressure drop: 55 psf/sec (2633 Pa/sec)
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  • A kilonewton is 1000 N and a unit of force. At standard gravity (9.80665 m/s²), the force exerted on a 1 kg mass is 9.80665 N. So at standard gravity, the force on a mass of 101.972 kg is 1000 N or 1 kN.
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  • in increments of 5 psf (240 Pa), up to a maximum cap of 100 psf (4,800 Pa). For Classes R through CW, optional performance classes are capped at 60 psf (2,880 Pa) above the minimum gateway design pressure. There is no maximum performance grade limit for AW products. Per NAFS, unit skylights are specified as either R or CW class, with the ...
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