"ASCE702W" Program

Doc"ASCE702W" --- ASCE 7-02 CODE WIND ANALYSIS PROGRAMProgram Description:"ASCE702W" is a spreadsheet program written in MS-Excel for the purpose of wind loading analysis for buildingsand structures per the ASCE 7-02 Code. Specifically, wind pressure coefficients and related and requiredparameters are selected or calculated in order to compute the net design wind pressures.This program is a workbook consisting of eight (8) worksheets, described as follows:Worksheet NameDescriptionDocThis documentation sheetSimplifiedAnalysis using simplified method for low-rise buildings with h 700 sq ft shall be permitted to be designed using the provisions for main wind-force resisting systems (MWFRS).Adustment Factor for Building Height and Exposure, l Mean Roof ExposureHeight (ft.) B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87For wind in longitudinal direction, h = he+(hr-he)/2For wind in longitudinal direction,use q = 0 degrees (assumed).For Method 1: Simplified Procedure (Sect. 6.4) to be used for an enclosed low-rise building to determine the design wind loads, all of the following nine conditions must be met:

1. The building is a simple diaphragm building, in which wind loads are transmitted through floor and roof diaphragms to the vertical Main Wind-Force Resisting System (MWFRS).2. The building is a low-rise building where mean roof height, h 100 mph with V = 85-100 mph and Alaska I 0.87 0.77 II 1.00 1.00 III 1.15 1.15 IV 1.15 1.15"ASCE702W.xls"written by: Alex Tomanovich, P.E.This program assumes that a Gable roof is symmetrical, as the ridge line is assumed in the center of the building width.For flat roofs (roof angle = 0 degrees), either Gable or Monoslope may be used.The Basic Design Wind Speed, V (mph), corresponds to a 3-second gust speed at 33' above ground in Exposure Category "C" and is associated with an annual probability of 0.02 of being equalled or exceeded (50-year mean recurrence interval).For Basic Wind Speed Map (Fig. 6-1) see 'Wind Map' worksheet of this workbook.For an enclosed or partially enclosed building to be classified as a Low-Rise building, the following 2 conditions must both be met:1. The building mean roof height, h, must be =20 =10 -0.18 -0.18 0.0 0.2 0.2 0.3 0.4 >=1.0 -1.3** -1.0 -0.7 -0.5 -0.3 -0.2 0.0 -0.7 -0.6 -0.6 -0.18 -0.18 -0.18 0.0 0.2 0.2 0.3 Horiz. dist. fromNormal to windward edge Cp *Value is provided for interpolation purposes.ridge for 0 to h/2 -0.9,-0.18 **Value can be reduced linearly with area over whichqh/2 -0.7,-0.18 >=1000 0.8q oLBhrhehPlanElevationLWindSurface Roughness Categories for the purpose of assigning Exposure Category are defined as follows:Surface Roughness "B":Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings or larger.Surface Roughness "C":Open terrain with scattered obstructions having heights generally < 30 ft. This category includes flat open country, grass lands, and all water surfaces in hurricane-prone regions.Surface Roughness "D":Flat, unobstructed areas and water surfaces outside hurricane-prone regions. This category includes smooth mud flats, salt flats, and unbroken ice.

Exposure Categories are defined as follows:Exposure "B":Exposure B shall apply where the ground surface roughness condition, as defined by Surface Roughness B, prevails in the upwind direction for a distance of at least 2630 ft. or 10 times the building height, whichever is greater.(Exception: For buildings whose mean roof height = 5,000 ft. or 10 times the building height, whichever is greater.TABLE 1-1Classification of Buildings and Other Structures for Flood, Wind, Snow, Earthquake, and Ice Loads Nature of Occupancy Category Buildings and structures that represent a low hazard to human life in the event of failure including, I but not limited to: - Agriculture facilities - Certain temporary facilities - Minor storage facilities Buildings and other structures except those listed in Categories I, III and IV II Buildings and other structures that represent a substantial hazard to human life in the event of III failure including, but not limited to: - Buildings and other structures where more than 300 people congregate in one area - Buildings and other structures with day-care facilities with capacity greater than 150 - Elementary or secondary school facilities with capacity greater than 250 - Colleges & adult education facilities with a capacity greater than 500 - Health care facilities with a capacity greater than 50 resident patients but not having surgery or emergency treatment facilities - Jails and detention facilities - Any other occupancy with an occupant load greater than 5000 - Power generating stations and other public utility facilities not included in Category IV - Buildings and structures not included in Category IV containing sufficient quantities of toxic, explosive, or other hazardous materials dangerous to the public if released Buildings and other structures designated as essential facilities including, but not limited to: IV - Hospitals and health care facilities having surgery or emergency treatment facilities - Fire, rescue and police stations and emergency vehicle garages - Designated earthquake, hurricane or other emergency shelters - Designated emergency preparedness, communication, and operation centers and other facilities required for emergency response - Power-generating stations and other public utility facilities required in an emergency - Ancillary structures required foroperation of Category IV structures during an emergency - Aviation control towers, air traffic control centers and emergency aircraft hangars - Water storage facilities and pump structures required to maintain water pressure for fire suppression - Buildings and other structures having critical national defense functions - Buildings and structures containing extremelyhazardous materials where quantity of material exceeds a threshhold quantity established by authority having jusisdictionThis worksheet assumes either Enclosed or Partially Enclosed buildings, and does not consider open buildings.1. An enclosed building is a building that does not comply with the requirements for open or partially enclosed buildings. 2. An open building is a structure having all walls at least 80% open.3. A partially enclosed building complies with both of the following conditions: a. the total area of openings in a wall that receives positive external pressure exceeds the sum of the areas of the openings in the balance of the building envelope (walls and roof) by more than 10%; and b. the total area of openings in a wall that receives positive external pressure exceeds 4 sq ft or 1% of the area of that wall, whichever is smaller, and the % of openings in balance of the building envelope does not exceed 20%.The Topographic Factor, Kzt, accounts for effect of wind speed-up over isolated hills and escarpments (Sect. 6.5.7 and Fig. 6-4).Kzt = (1+K1*K2*K3)^2 (Eq. 6-3), where:H = height of hill or escarpment relative to the upwind terrain, in feet.Lh = Distance upwind of crest to where the difference in ground elevation is half the height of hill or escarpment, in feet.K1 = factor to account for shape of topographic feature and maximum speed-up effect.K2 = factor to account for reduction in speed-up with distance upwind or downwind of crest.K3 = factor to account for reduction in speed-up with height above local terrain.x = distance (upwind or downwind) from the crest to the building site, in feet.z = height above local ground level, in feet.The effect of wind speed-up shall not be required to be considered (Kzt = 1.0) when H/Lh < 0.2, or H < 15' for Exposures 'C' and 'D', or H < 60' for Exposure 'B'.

Wall C&CWIND LOADING ANALYSIS - Wall Components and CladdingCALCULATIONS:Version 1.7Per ASCE 7-02 Code for Buildings of Any HeightUsing Method 2: Analytical Procedure (Section 6.5)IRoof Angle, q =18.43Mean Roof Ht., h =36.67Job Name:Subject:IIJob Number:Originator:Checker:IIIGCp Reduction Factor for h 60':Building Width =200.00ft. (Normal to Building Ridge)GirtLesser of L or B:200.00Lesser of L or B:N.A.Building Length =250.00ft. (Parallel to Building Ridge)Siding0.1*(L or B):20.000.1*(L or B):N.A.Roof Type =Gable(Gable or Monoslope)WallCompare to 0.4*h:14.67Compare to 3':N.A.Topo. Factor, Kzt =1.00(Sect. 6.5.7 & Figure 6-4)FastenerCompare to .04*(L, B):14.67Use 'a' =N.A.Direct. Factor, Kd =0.85(Table 6-4)Compare to 3':14.67Enclosed? (Y/N)Y(Sect. 6.2 & Figure 6-5)Use 'a' =14.67Component Name =Girt(Girt, Siding, Wall, or Fastener)Effective Area, Ae =208ft.^2 (Area Tributary to C&C)Positive & Negative Internal Pressure Coefficients, GCpi (Figure 6-5):+GCpi Coef. (PIP) =0.18-GCpi Coef. (NIP) =-0.18Resulting Parameters and Coefficients:Determine a, zg, Kh, I, and qh:Roof Angle, q =18.43deg.a =9.50(Table 6-2)Mean Roof Ht., h =36.67ft. (h = (hr+he)/2, for roof angle >10 deg.)zg =900(Table 6-2)Kh =1.02(Table 6-3, Case 1a)Wall External Pressure Coefficients, GCp:I =1.00(Table 6-1)GCp Zone 4 Pos. =0.77(Fig. 6-11A)qh =18.06GCp Zone 5 Pos. =0.77(Fig. 6-11A)GCp Zone 4 Neg. =-0.87(Fig. 6-11A)GCp Zone 5 Neg. =-0.93(Fig. 6-11A)Positive & Negative Internal Pressure Coefficients, GCpi (Figure 6-5):+GCpi Coef. =0.18(positive internal pressure)-GCpi Coef. =-0.18(negative internal pressure)If z 15 then: Kz = 2.01*(z/zg)^(2/a) (Table 6-3, Case 1a)a =9.50(Table 6-2)0zg =900(Table 6-2)Kh =1.02(Kh = Kz evaluated at z = h)I =1.00(Table 6-1)(Importance factor)Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*V^2*I (Sect. 6.5.10, Eq. 6-15)qh =18.06psfqh = 0.00256*Kh*Kzt*Kd*V^2*I (qz evaluated at z = h)Design Net External Wind Pressures (Sect. 6.5.12.4):For h 60 ft.: p = q*(GCp) - qi*(+/-GCpi) (psf)where: q = qz for windward walls, q = qh for leeward walls and side wallsqi = qh for all walls (conservatively assumed per Sect. 6.5.12.4.2)Wind Load Tabulation for Wall Components & CladdingComponentzKhqhp = Net Design Pressures (psf)User Input for Height, z (ft.):(ft.)(psf)Zone 4 (+)Zone 4 (-)Zone 5 (+)Zone 5 (-)NUse Input Values?Girt01.0218.0617.11-18.9117.11-20.130.00015.001.0218.0617.11-18.9117.11-20.135.00020.001.0218.0617.11-18.9117.11-20.1310.00025.001.0218.0617.11-18.9117.11-20.1315.00030.001.0218.0617.11-18.9117.11-20.1320.00035.001.0218.0617.11-18.9117.11-20.1322.00040.001.0218.0617.11-18.9117.11-20.1324.00045.001.0218.0617.11-18.9117.11-20.1326.00050.001.0218.0617.11-18.9117.11-20.1328.00For z = hr:53.331.0218.0617.11-18.9117.11-20.1330.0000.000.000.000.000.000.000.0032.0000.000.000.000.000.000.000.0034.0000.000.000.000.000.000.000.0036.0000.000.000.000.000.000.000.0038.0000.000.000.000.000.000.000.0040.0000.000.000.000.000.000.000.0042.0000.000.000.000.000.000.000.0044.0000.000.000.000.000.000.000.0046.0000.000.000.000.000.000.000.0048.0000.000.000.000.000.000.000.0050.0000.000.000.000.000.000.000.0052.0000.000.000.000.000.000.000.0053.3300.000.000.000.000.000.000.0000.000.000.000.000.000.000.0000.000.000.000.000.000.000.0000.000.000.000.000.000.000.00For z = he:20.001.0218.0617.11-18.9117.11-20.13For z = h:36.671.0218.0617.11-18.9117.11-20.13Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces.2. Width of Zone 5 (end zones), 'a' =14.67ft.3. Per Code Section 6.1.4.2, the minimum wind load for C&C shall not be less than 10 psf.4. References: a. ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures".b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02"by: Kishor C. Mehta and James M. Delahay (2004).Wall Components and Cladding:Wall Zones for Buildings with h 60 ft.

&R"ASCE702W.xls" ProgramVersion 1.7&C&P of &N&R&D &TThis program assumes that a Gable roof is symmetrical, as the ridge line is assumed in the center of the building width, L.For flat roofs (roof angle = 0 degrees), either Gable (G) or Monoslope (M) may be used.The Effective Area, Ae, for a component or cladding panel equals the span length times the effective width that need not be less than 1/3 of the span length. For a vertically spanning CMU or concrete wall, "Ae" equals the wall height squared divided by 3. For a fastener, the value of "Ae" equals the area tributary to an individual fastener. Note: Major structural components supporting tributary areas > 700 sq ft shall be permitted to be designed using the provisions for main wind-force resisting systems (MWFRS).The building Mean Roof Height, h, is determined as follows: For buildings with roof angle > 10 degrees: h = (hr+he)/2 For buildings with roof angle 60':Lesser of L or B:200.00Lesser of L or B:N.A.Wind Load Tabulation for Roof Components & Cladding0.1*(L or B):20.000.1*(L or B):N.A.ComponentzKhqhp = Net Design Pressures (psf)Compare to 0.4*h:14.67Compare to 3':N.A.User Input for Height, z (ft.):(ft.)(psf)Zone 1,2,3 (+)Zone 1 (-)Zone 2 (-)Zone 3 (-)Compare to .04*(L, B):14.67Use 'a' =N.A.NUse Input Values?Joist01.0218.068.67-17.70-24.92-39.37Compare to 3':14.670.00015.001.0218.068.67-17.70-24.92-39.37Use 'a' =14.675.00020.001.0218.068.67-17.70-24.92-39.3710.00025.001.0218.068.67-17.70-24.92-39.37Positive & Negative Internal Pressure Coefficients, GCpi (Figure 6-5):15.00030.001.0218.068.67-17.70-24.92-39.37+GCpi Coef. (PIP) =0.1820.00035.001.0218.068.67-17.70-24.92-39.37-GCpi Coef. (NIP) =-0.1822.00040.001.0218.068.67-17.70-24.92-39.3724.00045.001.0218.068.67-17.70-24.92-39.37Determine a, zg, Kh, I, and qh:26.00050.001.0218.068.67-17.70-24.92-39.37a =9.50(Table 6-2)28.00For z = hr:53.331.0218.068.67-17.70-24.92-39.37zg =900(Table 6-2)30.0000.000.000.000.000.000.000.00Kh =1.02(Table 6-3, Case 1a)32.0000.000.000.000.000.000.000.00I =1.00(Table 6-1)34.0000.000.000.000.000.000.000.00qh =18.0636.0000.000.000.000.000.000.000.0038.0000.000.000.000.000.000.000.0040.0000.000.000.000.000.000.000.0042.0000.000.000.000.000.000.000.0044.0000.000.000.000.000.000.000.0046.0000.000.000.000.000.000.000.0048.0000.000.000.000.000.000.000.0050.0000.000.000.000.000.000.000.0052.0000.000.000.000.000.000.000.0053.3300.000.000.000.000.000.000.0000.000.000.000.000.000.000.0000.000.000.000.000.000.000.0000.000.000.000.000.000.000.00For z = he:20.001.0218.068.67-17.70-24.92-39.37For z = h:36.671.0218.068.67-17.70-24.92-39.37Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces.2. Width of Zone 2 (edge), 'a' =14.67ft.3. Width of Zone 3 (corner), 'a' =14.67ft.4. For monoslope roofs with q 60' and q > 10 degrees, use Fig. 6-5B for 'GCpi' values with 'qh'.6. For all buildings with overhangs, use Fig. 6-5B for 'GCp' values per Sect. 6.5.11.4.2.7. If a parapet >= 3' in height is provided around perimeter of roof with q