Transcription
TECHNICAL ERECTION MANUALCOMMERCIAL & INDUSTRIAL PANELS8234 Hansen RoadHouston, TX 77075(800) 324 9992 Toll Free(713) 946 7140 Phone(832) 553 4992 FaxWHIRLWINDSTEEL.COMWHIRLWINDSTEEL.COMSubject to change without notice
Whirlwind Steel buildings, Inc. All Rights Reserved.Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine andimprove products, Whirlwind reserves the right to discontinue products at any time or change specifications and/or designs without incurring obligation. Toinsure you have the latest information available, please inquire or visit our Web Site at www.whirlwindsteel.com
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONSUPER SPANScrew Down Panel36” Coverage1¼”4”12”SUPER SPAN DESIGN PROPERTIESTOP IN COMPRESSIONPANELGAUGEFy(KSI)Weight(PSF)BOTTOM IN .824322501.350.07732.41330.06102.3667*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTSUPER SPAN 29 GAUGE (80 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.08.1NEGATIVE WIND LOAD97.464.443.130.322.116.612.810.1POSITIVE WIND/LIVE LOAD65.248.735.524.918.213.710.58.36.6NEGATIVE WIND LOAD66.248.737.329.423.819.716.614.112.2POSITIVE WIND/LIVE LOAD55.146.235.828.523.219.316.313.912.0NEGATIVE WIND LOAD82.860.846.636.829.824.620.717.615.2POSITIVE WIND/LIVE LOAD62.753.744.035.128.723.919.915.612.5NEGATIVE WIND LOAD77.356.843.534.427.823.019.316.514.2POSITIVE WIND/LIVE LOAD60.351.741.333.026.922.418.916.113.3SUPER SPAN 26 GAUGE (80 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD120.582.255.038.728.221.216.312.810.3POSITIVE WIND/LIVE LOAD94.969.849.234.525.218.914.611.59.2NEGATIVE WIND LOAD94.969.853.442.234.228.223.720.217.4POSITIVE WIND/LIVE LOAD81.867.552.141.433.627.923.520.017.3NEGATIVE WIND LOAD118.787.266.852.742.735.329.724.219.4POSITIVE WIND/LIVE LOAD92.979.664.451.341.734.627.521.617.3NEGATIVE WIND LOAD110.881.462.349.239.933.027.723.620.4POSITIVE WIND/LIVE LOAD89.476.660.448.039.132.427.323.018.4NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.(800) 324 9992WHIRLWINDSTEEL.COMSUBJECT TO CHANGE WITHOUT NOTICEEFFECTIVE JANUARY 1, 2018C&I-3
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONSUPER SPANScrew Down Panel36” Coverage1¼”4”12”SUPER SPAN DESIGN PROPERTIESTOP IN COMPRESSIONPANELGAUGEFy(KSI)Weight(PSF)BOTTOM IN .824322501.350.07732.41330.06102.3667*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTSUPER SPAN 24 GAUGE (50 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.014.9NEGATIVE WIND LOAD135.199.376.056.140.930.723.718.6POSITIVE WIND/LIVE LOAD125.091.870.353.038.729.122.417.614.1NEGATIVE WIND LOAD125.091.870.355.545.037.231.226.623.0POSITIVE WIND/LIVE LOAD114.890.269.354.944.636.931.126.522.9NEGATIVE WIND LOAD156.2114.887.969.456.246.539.133.328.1POSITIVE WIND/LIVE LOAD130.5111.986.168.355.546.038.733.026.6NEGATIVE WIND LOAD145.9107.282.164.852.543.436.531.126.8POSITIVE WIND/LIVE LOAD125.6104.780.663.951.943.036.230.926.6SUPER SPAN 22 GAUGE (50 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD175.3128.898.676.155.541.732.125.220.2POSITIVE WIND/LIVE E WIND LOAD171.6126.897.477.262.651.843.637.232.1POSITIVE WIND/LIVE LOAD174.8128.898.677.963.152.243.837.332.2NEGATIVE WIND E WIND/LIVE E WIND E WIND/LIVE . Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.C&I-4EFFECTIVE JANUARY 1, 2018SUBJECT TO CHANGE WITHOUT NOTICE(800) 324 9992WHIRLWINDSTEEL.COM
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONSUPER SPAN XScrew Down Panel36” Coverage1¼”4”12”SUPER SPAN X DESIGN PROPERTIESTOP IN COMPRESSIONPANELGAUGEFy(KSI)Weight(PSF)BOTTOM IN -In/Ft)26 (T .0170”)80*0.830.03701.26970.03231.661026 (T 05701.75000.04671.8633*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTSUPER SPAN X 26 GAUGE (FY 80 KSI, DESIGN THICKNESS .0170”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD123.085.657.340.329.422.117.013.410.7POSITIVE WIND/LIVE LOAD94.169.150.535.525.919.415.011.89.4NEGATIVE WIND LOAD94.169.152.941.833.928.023.520.017.3POSITIVE WIND/LIVE LOAD81.866.951.641.033.327.623.319.817.1NEGATIVE WIND LOAD117.686.466.152.342.335.029.425.020.2POSITIVE WIND/LIVE LOAD92.979.663.950.841.434.328.322.217.8NEGATIVE WIND LOAD109.880.661.748.839.532.727.423.420.2POSITIVE WIND/LIVE LOAD89.476.659.847.638.732.127.123.118.9SUPER SPAN X 26 GAUGE (80 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD127.689.359.842.030.623.017.713.911.2POSITIVE WIND/LIVE LOAD104.176.551.936.426.620.015.412.19.7NEGATIVE WIND LOAD104.176.558.646.337.531.026.022.219.1POSITIVE WIND/LIVE LOAD87.474.157.245.436.930.625.722.019.0NEGATIVE WIND LOAD130.295.673.257.846.938.732.526.321.1POSITIVE WIND/LIVE LOAD99.485.270.756.345.837.729.022.818.3NEGATIVE WIND LOAD121.589.368.454.043.836.230.425.922.3POSITIVE WIND/LIVE LOAD95.682.066.352.742.935.630.024.219.4SUPER SPAN X 24SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPENEGATIVE WIND LOADGAUGE (50 KSI)SPAN 242.531.924.619.315.5POSITIVE WIND/LIVE LOAD129.695.272.954.739.929.923.118.114.5NEGATIVE WIND LOAD129.695.272.957.646.738.632.427.623.8POSITIVE WIND/LIVE LOAD114.893.471.856.946.238.332.227.523.7NEGATIVE WIND LOAD162.0119.091.172.058.348.240.534.529.2POSITIVE WIND/LIVE LOAD130.5111.989.270.857.247.740.134.227.4NEGATIVE WIND LOAD151.3111.285.167.254.545.037.832.227.8POSITIVE WIND/LIVE LOAD125.6107.783.566.253.844.637.532.027.6NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.(800) 324 9992WHIRLWINDSTEEL.COMSUBJECT TO CHANGE WITHOUT NOTICEEFFECTIVE JANUARY 1, 2018C&I-5
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATION36” Coverage7.2 / 7.2N RIB7.2”1½”1½”Screw Down Panel28.8” Coverage7.2”7.2 PANEL DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN 1000.13004.4167*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT7.2 PANEL 29 GAUGE (80 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD109.980.761.848.839.129.422.617.814.2POSITIVE WIND/LIVE LOAD56.148.142.037.432.224.218.614.611.7NEGATIVE WIND LOAD86.466.953.243.235.830.025.622.019.1POSITIVE WIND/LIVE LOAD50.343.137.733.530.227.425.123.220.2NEGATIVE WIND LOAD99.978.463.151.743.036.331.126.823.4POSITIVE WIND/LIVE LOAD57.149.042.938.134.331.228.626.422.1NEGATIVE WIND LOAD95.774.960.049.040.734.329.325.322.0POSITIVE WIND/LIVE LOAD55.047.141.236.733.030.027.525.423.57.2 PANEL 26 GAUGE (80 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPENEGATIVE WIND LOADSPAN 749.437.128.622.518.0POSITIVE WIND/LIVE LOAD89.877.067.459.944.133.125.520.116.1NEGATIVE WIND LOAD134.8102.980.965.153.544.737.932.528.1POSITIVE WIND/LIVE LOAD75.464.756.650.345.341.137.733.829.1NEGATIVE WIND LOAD159.1122.897.478.965.254.646.439.933.9POSITIVE WIND/LIVE LOAD85.773.564.357.151.446.842.937.830.3NEGATIVE WIND LOAD151.5116.592.174.561.451.443.637.532.5POSITIVE WIND/LIVE LOAD82.570.761.955.049.545.041.238.132.2NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.C&I-6EFFECTIVE JANUARY 1, 2018SUBJECT TO CHANGE WITHOUT NOTICE(800) 324 9992WHIRLWINDSTEEL.COM
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATION36” Coverage7.2 / 7.2N RIB7.2”1½”1½”Screw Down Panel28.8” Coverage7.2”7.2 PANEL DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN 1000.13004.4167*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT7.2 PANEL 24 GAUGE (50 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND VE WIND/LIVE E WIND E WIND/LIVE LOAD107.492.080.571.664.458.653.749.542.9NEGATIVE WIND TIVE WIND/LIVE LOAD122.0104.691.581.373.266.561.056.345.8NEGATIVE WIND VE WIND/LIVE LOAD117.4100.688.178.370.464.058.754.248.67.2 PANEL 22 GAUGE (50 KSI)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND IVE WIND/LIVE VE WIND IVE WIND/LIVE IVE WIND ITIVE WIND/LIVE TIVE WIND TIVE WIND/LIVE S:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.(800) 324 9992WHIRLWINDSTEEL.COMSUBJECT TO CHANGE WITHOUT NOTICEEFFECTIVE JANUARY 1, 2018C&I-7
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONCOR-SPANScrew Down Roof Panel32” Coverage⅞”2² 3”COR-SPAN DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN 1.23970.01121.2397*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTCOR SPAN 26 GAUGE (80 KSI, DESIGN THICKNESS .0170”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN 19.313.59.97.45.7POSITIVE WIND/LIVE LOAD77.060.835.222.114.810.47.65.74.4NEGATIVE WIND LOAD136.396.771.755.143.532.623.817.913.8NEGATIVE WIND LOADPOSITIVE WIND/LIVE LOAD61.949.541.335.431.025.118.313.710.6NEGATIVE WIND LOAD153.8111.383.954.336.425.618.614.010.8POSITIVE WIND/LIVE LOAD70.456.346.940.228.019.714.310.88.3NEGATIVE WIND LOAD148.5106.880.157.738.627.119.814.911.4POSITIVE WIND/LIVE LOAD67.754.245.138.729.720.915.211.48.8NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.C&I-8EFFECTIVE JANUARY 1, 2018SUBJECT TO CHANGE WITHOUT NOTICE(800) 324 9992WHIRLWINDSTEEL.COM
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONCOR-SPAN XScrew Down Roof Panel32” Coverage⅞”2² 3”COR-SPAN X DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN 1.23970.01121.2397*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTCOR SPAN X 26 GAUGE (80 KSI, DESIGN THICKNESS .0170”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN 19.914.010.27.65.9POSITIVE WIND/LIVE LOAD77.061.636.322.815.310.77.85.94.5NEGATIVE WIND LOAD139.799.774.357.345.433.624.518.414.2NEGATIVE WIND LOADPOSITIVE WIND/LIVE LOAD61.949.541.335.431.025.918.914.210.9NEGATIVE WIND LOAD156.9114.286.556.037.526.419.214.411.1POSITIVE WIND/LIVE LOAD70.456.346.940.228.920.314.811.18.6NEGATIVE WIND LOAD151.8109.882.859.539.828.020.415.311.8POSITIVE WIND/LIVE LOAD67.754.245.138.730.621.515.711.89.1NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.(800) 324 9992WHIRLWINDSTEEL.COMSUBJECT TO CHANGE WITHOUT NOTICEEFFECTIVE JANUARY 1, 2018C&I-9
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONLOW RIBScrew Down Roof Panel36” Coverage¾”6”LOW RIB DESIGN PROPERTIESTOP IN COMPRESSIONPANELGAUGEFy(KSI)Weight(PSF)BOTTOM IN .01831.22570.01231.0503*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTLOW RIB 29 GAUGE (FY 80 KSI, DESIGN THICKNESS .0139”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANSPAN (FEET)LOAD TYPE2.02.53.03.54.04.55.05.56.0NEGATIVE WIND LOAD131.470.540.825.717.212.18.86.65.1POSITIVE WIND/LIVE LOAD114.976.644.427.918.713.19.67.25.5NEGATIVE WIND LOAD123.380.656.742.032.325.620.816.012.3POSITIVE WIND/LIVE LOAD88.070.458.442.932.826.021.017.313.4NEGATIVE WIND LOAD150.299.170.048.532.522.816.612.59.6POSITIVE WIND/LIVE LOAD100.080.066.752.735.324.818.113.610.5NEGATIVE WIND 4.250.137.526.319.214.411.14.55.05.56.0POSITIVE WIND/LIVE LOADLOW RIB 26 GAUGE (FY 80 KSI, DESIGN THICKNESS .0170”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)2.02.53.03.54.0NEGATIVE WIND LOAD174.789.451.832.621.815.311.28.46.5POSITIVE WIND/LIVE LOAD175.9102.459.237.325.017.612.89.67.4NEGATIVE WIND LOAD165.7108.175.956.143.134.226.920.215.6POSITIVE WIND/LIVE LOAD129.6103.777.857.243.834.628.023.117.8NEGATIVE WIND LOAD202.5133.193.861.541.228.921.115.912.2POSITIVE WIND/LIVE LOAD147.3117.897.370.447.233.124.118.114.0NEGATIVE WIND LOAD190.6124.987.965.143.730.722.416.813.0POSITIVE WIND/LIVE LOAD141.7113.490.866.750.135.225.619.314.8NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.C&I-10EFFECTIVE JANUARY 1, 2018SUBJECT TO CHANGE WITHOUT NOTICE(800) 324 9992WHIRLWINDSTEEL.COM
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONLOW RIBScrew Down Roof Panel36” Coverage¾”6”LOW RIB DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTLOW RIB 24 GAUGE (FY 50 KSI, DESIGN THICKNESS .0223”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD75.847.732.022.416.412.39.57.46.0POSITIVE WIND/LIVE LOAD85.153.635.925.218.413.810.68.46.7NEGATIVE WIND LOAD97.672.455.844.236.029.622.817.914.4POSITIVE WIND/LIVE LOAD101.274.456.945.036.430.125.320.216.1NEGATIVE WIND LOAD120.289.560.342.430.923.217.914.111.3POSITIVE WIND/LIVE LOAD126.592.967.847.634.726.120.115.812.6NEGATIVE WIND 66.450.536.827.721.316.813.4POSITIVE WIND/LIVE LOADLOW RIB 22 GAUGE (FY 50 KSI, DESIGN THICKNESS .0286”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.08.4NEGATIVE WIND LOAD106.567.144.931.523.017.313.310.5POSITIVE WIND/LIVE LOAD116.573.449.234.525.218.914.611.59.2NEGATIVE WIND LOAD136.9101.778.562.450.741.632.125.220.2POSITIVE WIND/LIVE LOAD143.2105.280.663.651.642.635.127.622.1NEGATIVE WIND LOAD168.0125.484.859.543.432.625.119.815.8POSITIVE WIND/LIVE LOAD179.0131.592.865.247.535.727.521.617.3NEGATIVE WIND LOAD157.9117.790.063.246.134.626.721.016.8POSITIVE WIND/LIVE LOAD167.1122.894.069.250.437.929.223.018.4NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.(800) 324 9992WHIRLWINDSTEEL.COMSUBJECT TO CHANGE WITHOUT NOTICEEFFECTIVE JANUARY 1, 2018C&I-11
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONLOW RIB XScrew Down Roof Panel36” Coverage¾”6”LOW RIB X DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN *Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTLOW RIB X 26 GAUGE (FY 80 KSI, DESIGN THICKNESS .0170”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANSPAN (FEET)LOAD TYPE2.02.53.03.54.04.55.05.56.0NEGATIVE WIND LOAD180.492.453.433.722.515.811.58.76.7POSITIVE WIND/LIVE LOAD175.9104.660.538.125.517.913.19.87.6NEGATIVE WIND LOAD174.0113.879.959.245.536.127.820.916.1POSITIVE WIND/LIVE LOAD129.6103.782.260.446.336.529.623.718.2NEGATIVE WIND LOAD212.3139.998.863.542.629.921.816.412.6POSITIVE WIND/LIVE LOAD147.3117.898.271.948.233.824.718.514.3NEGATIVE WIND LOAD199.9131.492.667.445.231.723.117.413.4POSITIVE WIND/LIVE LOAD141.7113.494.570.551.235.926.219.715.2LOW RIB X 24 GAUGE (FY 50 KSI, DESIGN THICKNESS .0223”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.55.05.56.06.57.0NEGATIVE WIND LOAD78.749.633.223.317.012.89.87.76.2POSITIVE WIND/LIVE LOAD88.455.737.326.219.114.311.08.77.0NEGATIVE WIND LOAD102.676.258.746.637.930.823.718.614.9POSITIVE WIND/LIVE LOAD106.8783560.147.538.431.826.620.916.8NEGATIVE WIND LOAD126.193.562.744.032.124.118.614.611.7POSITIVE WIND/LIVE LOAD133.598.170.449.436.027.120.816.413.1NEGATIVE WIND LOAD118.488.266.546.734.125.619.715.512.4POSITIVE WIND/LIVE LOAD124.691.670.152.538.228.722.117.413.9NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.C&I-12EFFECTIVE JANUARY 1, 2018SUBJECT TO CHANGE WITHOUT NOTICE(800) 324 9992WHIRLWINDSTEEL.COM
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONMONARCHWall Panel36” Coverage1”6”MONARCH DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN 6330.04001.9367*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTMONARCH 29 GAUGE (FY 80 KSI, DESIGN THICKNESS .0139”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)2.02.53.03.54.04.55.05.56.0NEGATIVE WIND LOAD169.2108.363.139.826.618.713.610.27.9POSITIVE WIND/LIVE LOAD94.960.738.824.516.411.58.46.34.9NEGATIVE WIND LOAD94.960.742.231.023.718.715.212.510.5POSITIVE WIND/LIVE LOAD86.659.441.530.623.518.615.112.510.5NEGATIVE WIND LOAD118.675.952.738.729.723.419.015.713.2POSITIVE WIND/LIVE LOAD98.473.551.638.129.321.715.811.99.2NEGATIVE WIND VE WIND/LIVE LOADMONARCH 26 GAUGE (FY 80 KSI, DESIGN THICKNESS .0170”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANLOAD TYPESPAN (FEET)3.03.54.04.5NEGATIVE WIND LOAD87.154.936.825.818.814.110.98.6POSITIVE WIND/LIVE LOAD54.134.022.816.011.78.86.85.34.3NEGATIVE WIND LOAD59.944.033.726.621.617.815.012.811.0POSITIVE WIND/LIVE LOAD59.143.633.426.521.517.714.912.710.3NEGATIVE WIND LOAD74.955.042.133.327.022.318.716.012.9POSITIVE WIND/LIVE LOAD73.454.241.630.222.016.612.810.08.0NEGATIVE WIND LOAD69.951.439.331.125.220.817.514.912.8POSITIVE WIND/LIVE LOAD68.750.738.930.823.417.613.510.68.NOTES:1. Allowable loads are based on uniform span lengths and Fy 50 and 60 ksi.2. LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and deflection of L/180.3. NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and deflection of L/180.4. NEGATIVE WIND LOAD Deflection has been increased by 30% per IBC 2003 Table 1604.3.5. NEGATIVE WIND LOAD does not consider fastener pullout or pullover.6. The weight of the panel has not been deducted from the allowable loads.(800) 324 9992WHIRLWINDSTEEL.COMSUBJECT TO CHANGE WITHOUT NOTICEEFFECTIVE JANUARY 1, 2018C&I-13
TECHNICAL ERECTION MANUAL C & I PANELSPANEL TECHNICAL INFORMATIONMONARCHWall Panel36” Coverage1”6”MONARCH DESIGN PROPERTIESTOP IN COMPRESSIONBOTTOM IN 6330.04001.9367*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2.NOTES:1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members.2. Ix is for deflection determination.3. Mx is allowable bending moment.ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOTMONARCH 24 GAUGE (FY 50 KSI, DESIGN THICKNESS .0223”)SPAN TYPESINGLE2-SPAN3-SPAN4-SPANSPAN (FEET)LOAD TYPE3.03.54.04.55.05.56.06.5NEGATIVE WIND E WIND/LIVE LOAD79.851.034.124.017.513.110.18.06.4NEGATIVE WIND LOAD79.858.644.935.428.723.719.917.014.6POSITIVE WIND/LIVE LOAD78.557.944.535.228.523.619.916.914.6NEGATIVE WIND LOAD99.773.256.144.335.929.724.921.218.3POSITIVE WIND/LIVE LOAD97.472.055.343.933.024.819.115.012.0NEGATIVE WIND .841.033.326.320.
*Fy is 80-ksi reduced to 60-ksi in accordance with the 2001 edition of the North American Specification for Design of Cold-Formed Steel Structural Members - A2.3.2. NOTES: 1. All section properties are calculated in accordance with the 2001 edition of the North American Specification for Design of Cold
