6
AISC MEMBER DIMENSIONS AND PROPERTIES VIEWER W, S, M, HP Shapes C, MC Shapes WT, ST, MT Shapes Single Angles Double Angles R Y Y k1=1 Y Y Y tf=1.91 tf=0.343 b=5 bf=5.75 t=0.375 y=1.07 x=2.4 x(bar)=0. tf=0.36 d=8 t=1.12 X =20.67 T X d X X H=8 d=5.09 X y=2.4 tw=1.06 tw=0.4 t b=8 (0, 3/8 bf=11.555 bf=2.16 gap) W18x211 C6x13 WT5x11 L8x8x1-1/8 2L5x3-1/2x3/8SLBB A = 62.10 in.^2 A = 3.81 in.^2 A = 3.24 in.^2 d = 8 in. d = 3.5 in. d = d = 20.670 in. d = 6.000 in. d = 5.090 in. b = 8 in. b = 5 in. b = tw = 1.060 in. tw = 0.437 in. tw = 0.240 in. t = 1.125 in. t = 0.375 in. t = bf = 11.555 in. bf = 2.160 in. bf = 5.750 in. k = 1.7500 in. k = 0.8125 in. wt./ft. = tf = 1.910 in. tf = 0.343 in. tf = 0.360 in. wt./ft. = 57.20 plf. wt./ft. = 20.80 plf. A = T = 15-1/2 in. T = 4-3/8 in. k = 0.6600 in. A = 16.80 in.^2 A = 6.10 in.^2 Ix = k = 2.5625 in. k = 0.8125 in. Ix = 6.88 in.^4 Ix = 98.10 in.^4 Ix = 6.31 in.^4 Sx = k1 = 1.0000 in. gage = 1-3/8 in. Sx = 1.72 in.^3 Sx = 17.50 in.^3 Sx = 2.38 in.^3 rx = gage = 5-1/2 in. 0.514 in. rx = 1.460 in. rx = 2.410 in. rx = 1.020 in. Iy = rt = 3.130 in. eo = 0.380 in. y = 1.070 in. y = 2.400 in. y = 0.854 in. Sy = d/Af = 0.94 d/Af = 8.10 Iy = 5.71 in.^4 Iy = 98.10 in.^4 2.260 in. ry = Ix = 4330.00 in.^4 Ix = 17.30 in.^4 Sy = 1.99 in.^3 Sy = 17.50 in.^3 2.390 in. Zx = Sx = 419.00 in.^3 Sx = 5.78 in.^3 ry = 1.330 in. ry = 2.410 in. 2.540 in. Zy = rx = 8.350 in. rx = 2.130 in. J = 0.119 in.^4 x = 2.400 in. 2.56 in. J = Iy = 493.00 in.^4 Iy = 1.05 in.^4 Cw = 0.107 in.^6 rz = 1.560 in. H = 0.933 Sy = 85.30 in.^3 Sy = 0.64 in.^3 a = 1.53 in. 1.000 Ro ry = 2.820 in. ry = 0.524 in. 2.16 in. J = 7.13 in.^4 Zx = 490.00 in.^3 J = 0.24 in.^4 H = 0.830 Cw = 32.5 in.^6 Plates Zy = 132.00 in.^3 Cw = 7.19 in.^6 a = 3.44 in. Y J = 59.30 in.^4 a = 8.86 in. 4.29 in. t=0.375 Cw = 43200 in.^6 2.37 in. H = 0.633 X O.D.=8.63 a = 43.43 in. H = 0.858 b=12 Wno = 54.20 in.^2 Sw = 299.00 in.^4 t = 3/8 in. Qf = 94.30 in.^3 b = 12 in. Qw = 245.00 in.^3 wt./ft. = 15.31 plf. O.D. = A = 4.500 in.^2 I.D. = Ix = 0.053 in.^4 t = Sx = 0.281 in.^3 wt./ft. = rx = 0.108 in. A = Iy = 54.000 in.^4 I = Sy = 9.000 in.^3 S = ry = 3.464 in. r = J = 54.053 in.^4 J = x(bar) = ry(0) = ry(3/8) = ry(3/4) = ro(bar) = TAN(a) = ro(bar) = ro(bar) = ro(bar) = Reference: The shapes contained in this database are a compilation of those listed in the current AISC "Shapes Database" CD-ROM Version 3.0 (June, 2001), as well as those listed in the AISC 9th Edition Manual of Steel Construction (1989).

Aisc Properties

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AISC Properties Viewer AISC MEMBER DIMENSIONS AND PROPERTIES VIEWER Version 1.5
Bob Dalpiaz: "AISC Properties Viewer.xls" written by: Alex Tomanovich, P.E.W, S, M, and HP Section Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Edition Manual (1989)C and MC Section Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Edition Manual (1989)WT, ST, and MT Section Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Edition Manual (1989)Single Angle Section Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Edition Manual (1989)Double Angle Section Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Edition Manual (1989)Rectangular HSS (Tube) Section Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Edition Manual (1989)Round HSS and Pipe Properties from AISC Version 3.0 CD Database (2001) and AISC 9th Ed. Manual (1989)PlatesShape
Alexander Tomanovich: Note: The shapes and data listed below in "RED" are shapes that are in the original AISC 9th Edition (ASD) Manual, but are now not listed in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).

The shapes and data listed below in "GREEN" are shapes that are not in the original AISC 9th Edition (ASD) Manual, having been added in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).AdtwbftfTkk1gagertd/AfIxSxrxIySyryZxZyJCwWnoSwQfQwShape
Alexander Tomanovich: Note: The shapes and data listed below in "RED" are shapes that are in the original AISC 9th Edition (ASD) Manual, but are now not listed in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).

The shapes and data listed below in "GREEN" are shapes that are not in the original AISC 9th Edition (ASD) Manual, having been added in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).AdtwbftfTkgagex(bar)eod/AfIxSxrxIySyryJCwro(bar)HShape
Alexander Tomanovich: Note: The shapes and data listed below in "RED" are shapes that are in the original AISC 9th Edition (ASD) Manual, but are now not listed in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).

The shapes and data listed below in "GREEN" are shapes that are not in the original AISC 9th Edition (ASD) Manual, having been added in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).AdtwbftfkIxSxrxyIySyryJCwro(bar)HShape
Alexander Tomanovich: Note: The shapes and data listed below in "RED" are shapes that are in the original AISC 9th Edition (ASD) Manual, but are now not listed in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).

The shapes and data listed below in "GREEN" are shapes that are not in the original AISC 9th Edition (ASD) Manual, having been added in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).dbtkwt./ft.AIxSxrxyIySyryxrzTan aJCwro(bar)HShape
Alexander Tomanovich: Note: The shapes and data listed below in "RED" are shapes that are in the original AISC 9th Edition (ASD) Manual, but are now not listed in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).

The shapes and data listed below in "GREEN" are shapes that are not in the original AISC 9th Edition (ASD) Manual, having been added in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).dbtkwt./ft.AIxSxrxyry(0)ry(3/8)ry(3/4)ro(bar)HShape
Alexander Tomanovich: Note: The shapes and data listed below in "RED" are shapes that are in the original AISC 9th Edition (ASD) Manual, but are now not listed in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).

The shapes and data listed below in "GREEN" are shapes that are not in the original AISC 9th Edition (ASD) Manual, having been added in the current AISC Shapes Database CD-ROM, Version 3.0 (2001).HBtwt./ft.AIxSxrxIySyryZxZyJShapeO.D.I.D.twt./ft.AISrJtW, S, M, HP ShapesC, MC ShapesWT, ST, MT ShapesSingle AnglesDouble AnglesRectangular HSSW44x33598.3441.02161.7738-3/42.561.31255-1/24.121.5631100141017.812001513.5162023674.45360001681190279805C15x5014.7150.7163.720.6512-1/81.43752-1/40.7990.5836.2140453.85.24113.770.8652.654925.490.937WT22x167.549.1221.02161.772.5621601316.635.5160075.33.537.14348.810.724L9x4x5/8940.6251.12526.37.7364.911.52.93.368.322.651.040.8580.8470.2161.064.7874.37---2L8x8x1-1/8881.1251.7511433.6196352.412.43.413.543.684.560.837HSS32x32x5/832320.625259.8376.41230077112.71230077112.789089019700HSS20.000x0.5002019.070.46510428.513601366.9127201/8W44x29085.843.60.8715.81.5838-3/42.371.255-1/24.11.7427100124017.810501323.49142020651.54640001661040248704C15x4011.8150.523.520.6512-1/81.437520.7780.7676.5634846.55.459.173.340.8831.454105.710.927WT22x14542.921.80.8715.81.582.3718401116.555.2752366.13.4925.72798.670.733L9x4x9/16940.56251.062523.8759.110.42.913.337.632.411.040.8340.850.2180.7823.5314.38---2L8x8x18811.62510330.217831.62.432.363.393.523.664.560.834HSS32x32x1/232320.5210.7261.91010063412.81010063412.872772715900HSS20.000x0.3752019.3020.34978.721.510401046.9520803/16 Y Y Y W44x28583.844.021.02411.8111.77238-5/82.68751.3755-1/22.952.124600112017.1490832.42131013560219000125653204657C15x33.99.95150.43.40.6512-1/81.437520.7880.8966.79315425.628.073.090.9011.013585.940.92WT22x13138.621.70.7915.81.422.2116501006.535.246358.83.4618.82048.650.731L9x4x1/2940.5121.36.2553.29.342.923.316.922.171.050.810.8540.220.5572.5094.39---2L8x8x7/8880.8751.590.626.6159282.452.313.363.53.634.560.831HSS32x32x3/832320.375159.3746.8775048512.9775048512.955355312000HSS18.000x0.5001817.070.46593.525.69851096.219701/4 k1=1 Y Y YW44x26277.243.30.7915.81.4238-3/42.211.18755-1/24.071.9424200112017.79271183.46127018337.7407000165922222630C12x308.81120.513.170.5019-3/41.1251-3/40.6740.6187.55162274.295.122.050.7620.8611514.540.919WT22x11533.821.50.7115.81.222.01144088.66.535.1739850.53.4312.41398.670.723L8x8x1-1/8881.1251.7557.216.898.117.52.412.498.117.52.412.41.5617.1332.54.290.6332L8x8x3/4880.751.37578.42314024.42.462.263.343.473.614.560.829HSS30x30x5/830300.625242.8271.41010067311.91010067311.977877816200HSS18.000x0.3751817.3020.34970.719.475483.86.2415105/16k=2.5625 tf=1.91 tf=0.343 b=5 t=0.349W44x24872.843.620.86511.8111.57538-5/82.51.31255-1/22.962.342140098317.2435742.44115011840.7192000124577184574C12x257.34120.3873.050.5019-3/41.1251-3/40.6740.7467.85144244.434.451.870.7790.5381304.720.909WT20x296.587.221.51.7916.73.234.4133102096.165.6612601513.822123408.290.762L8x8x18811.62551.315.189.115.82.432.3689.115.82.432.361.5615.0823.44.320.632L8x8x5/8880.6251.256619.411920.62.482.213.323.453.584.560.826HSS30x30x1/230300.5197.1157.983205551283205551263763713000HSS16.000x0.5001615.070.46582.822.768585.75.4913703/8 bf=5.75 t=0.375W44x23067.742.90.7115.81.2238-3/42.011.18755-1/24.052.232080097117.57961013.43110015724.9346000164789191546C12x20.76.08120.2822.940.5019-3/41.1251-3/40.6980.878.1312921.54.613.861.720.7970.3691124.930.899WT20x251.574211.5416.42.763.9427301756.075.3910201253.7213914208.170.759L8x8x7/8880.8751.545.313.379.7142.452.3179.7142.452.311.5713.4616.14.360.6312L8x8x9/16880.56251.187559.717.510818.72.492.193.313.443.574.560.825HSS30x30x3/830300.375149.1643.8637042412.1637042412.14854859870HSS16.000x0.4381615.1860.40772.919.960675.85.5112107/16 y=1.07 x=2.4W44X22465.843.310.78711.8111.41638-5/82.31251.31255-1/22.962.591920088917.1391662.44103010530172000124517166517C10x308.81100.6733.030.436811-3/40.6490.3687.5510320.73.423.931.650.6681.2279.53.630.921WT20x23368.421.221.6712.642.954.12527701856.366.2250479.82.7213913608.390.68L8x8x3/4880.751.37539.211.569.912.22.462.2669.912.22.462.261.5712.2110.44.390.6312L8x8x1/2880.51.12553.315.797.516.72.492.173.33.433.564.560.824HSS28x28x5/828280.625225.866.4814058211.1814058211.167467413100HSS16.000x0.3751615.3020.34962.617.252665.75.5310501/2 x(bar)=0.514tf=0.36 d=8 t=1.125 XW44x1985842.910.70911.8111.2238-5/82.1251.255-1/22.942.981670077616.9336572.419029020.1146000123443144450C10x257.34100.5262.890.436811-3/40.6170.4947.9491.118.23.523.341.470.6750.68768.33.760.912WT20x215.563.420.61.3416.22.363.5422901486.015.188431043.6588.28818.090.756L8x8x5/8880.6251.25339.6959.610.32.482.2159.610.32.482.211.5811.36.164.410.6312L6x6x16611.5752270.817.11.791.862.582.722.863.420.843HSS28x28x1/228280.5183.553.9673048011.2673048011.255255210600HSS16.000x0.3121615.4180.29152.314.444355.45.558869/16d=20.67 T X d=6X X d=3.5H=8 XW40x65519243.621.9716.873.5433-3/44.93752.255-1/24.430.7356500259017.228603393.863060541596114000016925205341530C10x205.87100.3792.740.436811-1/20.6060.6368.3678.915.83.662.81.310.690.36856.93.930.9WT20x198.558.420.51.2216.12.23.3820701345.965.0377195.73.6370.66778.010.759L8x8x9/16880.56251.187529.88.7754.29.332.492.1954.29.332.492.191.5810.9614.554.430.6292L6x6x7/8660.8751.37566.419.563.815.21.811.812.562.72.843.420.839HSS28x28x3/828280.375138.9540.8515036811.2515036811.24214218010HSS14.000x0.5001413.070.46572.219.845364.84.799075/8d=5.09 X y=2.4W40x593174431.7916.73.23344.412.1255-1/24.380.85040023401725203023.8276048144599600016622404781370C10x15.34.48100.242.60.436811-1/20.6340.7968.8167.313.53.872.271.150.7110.20945.54.190.884WT20x19657.720.81.4212.42.523.722701536.285.9540164.92.6485.68028.260.678L8x8x1/2880.51.12526.77.8448.88.362.492.1748.88.362.492.171.5910.6833.234.450.6282L6x6x3/4660.751.2557.616.956.213.31.821.772.542.672.813.420.835HSS26x26x5/826260.625208.7961.4646049710.3646049710.357757710500HSS14.000x0.3751413.3020.34954.61534949.84.8369811/16tw=1.06 tw=0.437 tw=0.24 b=8W40x53115642.341.6116.512.9133-3/44.312525-1/24.330.8844300209016.922002663.75245042232984800016319504331230C9x205.8790.4482.650.413711-1/20.5830.5158.2260.913.53.222.411.170.640.42739.43.460.899WT20x18654.720.31.1616.12.053.2319301265.954.9771088.43.6585597.990.756L8x6x18611.544.413.180.915.12.492.6538.88.921.721.651.280.5424.3416.33.88---2L6x6x5/8660.6251.12548.514.348.211.31.841.722.522.652.793.420.831HSS26x26x1/226260.5169.8949.9535041110.4535041110.44744748430HSS14.000x0.3121413.4180.29145.712.529542.14.855893/4 (0, 3/8, or 3/4W40x50314842.11.5416.42.76343.9425-1/24.30.9341700198016.820502503.72232039527979100016118304031150C9x154.4190.2852.490.413711-3/80.5860.6818.765111.33.41.911.010.6590.208313.690.882WT20x18153.320.31.12162.013.1918701225.924.9169186.33.654.25117.960.759L8x6x7/8860.8751.37539.311.572.413.42.52.634.97.941.741.61.280.5462.9611.33.92---2L6x6x9/16660.56251.062543.912.944.110.21.851.72.512.642.783.420.829HSS26x26x3/826260.375128.7437.8411031610.4411031610.43623626400HSS12.750x0.50012.7511.820.46565.517.933953.24.3567813/16 bf=11.555 bf=2.16 gap) B=6W40x48014041.811.4616.362.6433-3/4425-1/24.280.9739500189016.819402373.72218037424573900016017303911090C9x13.43.9490.2332.430.413711-3/80.6010.7428.9547.810.63.491.750.9540.6660.16828.23.790.875WT20x165.548.720.41.2212.22.133.3118801286.215.7432252.92.5752.64858.190.674L8x6x3/4860.751.25349.9963.511.72.522.5530.86.921.751.561.290.551.97.283.95---2L6x6x1/2660.5139.311.539.79.181.861.672.52.632.763.420.827HSS24x24x5/824240.625191.7856.450304199.4450304199.444874878180HSS12.750x0.37512.7512.0520.34949.613.6262414.395237/8W40x46613742.441.6712.642.9534-3/164.12525-1/23.221.1436300171016.310101602.72205026227739300012511603221030C8x18.755.5180.4872.530.396-1/80.93751-1/20.5650.4318.1243.9112.821.971.010.5980.43425.13.050.894WT20x163.54820.41.1812.12.133.3118401256.195.6632052.72.5851.44498.130.681L8x6x5/8860.6251.12528.68.4154.29.862.542.526.45.881.771.511.290.5541.124.333.98---2L6x6x7/16660.43750.937534.610.235.38.111.861.652.492.622.753.420.826HSS24x24x1/224240.5156.2845.941703489.5341703489.534014016610HSS12.750x0.25012.7512.2840.23333.49.1618028.24.4335915/16W40x43612841.341.3416.242.433-3/43.81251.93755-1/24.241.0635400171016.617202123.6719803341866490001581540354992C8x13.754.0480.3032.340.396-1/80.93751-3/80.5540.6048.7536.19.022.991.520.8480.6130.18619.23.260.874WT20x16247.720.1115.91.812.9916501085.884.7760976.63.5739.63627.890.76L8x6x9/16860.56251.062525.97.6149.48.942.552.4824.15.341.781.491.30.5560.8233.23.99---2L6x6x3/8660.3750.87529.88.7630.77.011.871.622.482.62.743.420.824HSS24x24X3/824240.375118.5334.832102689.632102689.63073075020HSS12.500x0.62512.511.3380.58179.321.8387624.227741W18x211C6x13WT5x11L8x8x1-1/8
O'Neal, Inc.: USUAL GAGES FOR ANGLES (inches) Leg 9 8 7 6 5 4 3-1/2 3 2-1/2 2 1-3/4 1-1/2 1-3/8 1-1/4 1 g 5 4-1/2 4 3-1/2 3 2-1/2 2 1-3/4 1-3/8 1-1/8 1 7/8 7/8 3/4 5/8 g1 3 3 2-1/2 2-1/4 2 g2 3 3 3 2-1/2 1-3/4

For an angle, the gage "g" shown is the distance from the back of the member to the bolt in the angle leg, when only one row of bolts is present. For angle legs >= 5", the potential for two rows of bolts exists. Thus, the gage "g1" is analogous to "g" for the other angle leg, and gage "g2" is the spacing between the first and second row of bolts. (See illustration and table in AISC 9th Ed. ASD Manual page 1-52.)2L5x3-1/2x3/8SLBBHSS8x6x3/8W40x43112741.31.3416.22.36343.541.8755-1/24.231.0834800169016.616902083.6519603281776390001581510342968C8x11.53.3780.222.260.396-1/80.93751-3/80.5720.6979.0832.58.143.111.310.7750.6230.1316.53.410.862WT20x160.54720.04115.911.772.937516301075.894.7959674.93.5637.73507.920.756L8x6x1/2860.5123.26.844.48.012.552.4621.74.791.791.461.30.5570.5842.284.01---2L6x6x5/16660.31250.8125257.34265.91.881.62.472.592.723.420.823HSS22x22x5/822220.625174.7651.438203478.6238203478.624064066260HSS12.500x0.50012.511.570.46564.117.6319514.266381 1/8A =62.10in.^2A =3.81in.^2A =3.24in.^2d =8in.d =3.5in.d =8in.W40x397117411.2216.12.2343.381.81255-1/24.211.1532000156016.615401913.6418003001425780001561380318891C7x14.754.3370.4192.30.3665-1/40.8751-3/80.5320.4418.3127.27.782.511.370.7720.5610.26713.12.750.875WT20x148.543.719.90.9315.81.652.83150098.95.874.71546693.5430.52797.870.756L8x6x7/16860.43750.937520.45.9939.37.062.562.4319.34.231.81.441.310.5590.3961.554.02---2L5x5x7/8550.8751.37554.61635.510.31.491.562.162.32.442.850.845HSS22x22x1/222220.5142.6741.931902908.7231902908.723353355070HSS12.500x0.37512.511.8020.34948.613.324639.44.34921 1/4d =20.670in.d =6.000in.d =5.090in.b =8in.b =5in.b =6in.W40x39211541.61.4212.42.52343.71.93755-1/23.141.3329900144016.18031302.641710212172306000121940269845C7x12.253.670.3142.190.3665-1/40.8751-1/40.5250.5388.7124.26.922.61.160.6960.5680.16111.22.860.862WT20x13940.920.11.02121.812.9915401066.145.526043.52.5232.22788.070.676L8x4x18411.537.611.169.7142.513.0311.63.941.031.040.8440.2473.6812.93.74---2L5x5x3/4550.751.2547.51431.59.041.51.522.132.272.412.850.84HSS22x22x3/822220.375108.3231.824602238.7824602238.782562563850HSS12.500x0.31212.511.9180.29140.711.220833.34.324161 3/8tw =1.060in.tw =0.437in.tw =0.240in.t =1.125in.t =0.375in.t =0.349
Alexander Tomanovich: The wall thickness, 't', is the actual value, not the nominal wall thickness.in.W40x37210940.61.1616.12.05343.231.81255-1/24.181.2329600146016.514201773.616802781165280001551270295829C7x9.82.8770.212.090.3665-1/40.8751-1/40.5410.6479.1421.26.072.720.9570.6170.5780.09969.153.020.845WT20x138.540.719.80.8315.81.582.76136088.65.784.552265.93.5825.72187.750.771L8x4x7/8840.8751.37533.39.7962.612.52.532.9910.53.511.040.9970.8460.2522.518.893.78---2L5x5x5/8550.6251.12540.111.827.27.71.521.472.112.252.392.850.835HSS20x20x5/820200.625157.7546.428302837.8128302837.813313314670HSS12.500x0.25012.512.0340.23332.78.98169274.343381 1/2bf =11.555in.bf =2.160in.bf =5.750in.k =1.7500in.k =0.8125in.wt./ft. =32.50plf.W40x36210740.61.12162.01343.191.755-1/24.171.2628900142016.513801733.616402701095120001541240289807C6x133.8160.4372.160.3434-3/80.81251-3/80.5140.388.117.35.782.131.050.6380.5240.2377.192.370.858WT20x13238.8200.9611.91.732.91145099.26.115.4124641.32.5227.92338.020.679L8x4x3/4840.751.2528.98.495510.92.552.949.373.071.050.9490.850.2571.615.753.81---2L5x5x1/2550.5132.69.5822.56.291.531.422.092.222.362.850.83HSS20x20x1/220200.5129.0637.923702377.923702377.92752753790HSS12.500x0.18812.512.1520.17424.76.7412820.54.362561 5/8tf =1.910in.tf =0.343in.tf =0.360in.wt./ft. =57.20plf.wt./ft. =20.80plf.A =8.97in.^2W40x33197.540.81.2212.22.13343.311.81255-1/23.081.5724700121015.96441062.571430172106241000118760225704C6x10.53.0860.3142.030.3434-3/80.81251-1/80.50.4868.5915.15.042.220.860.5610.5290.1285.912.480.842WT20x124.536.719.70.7515.81.422.6121079.45.754.4146358.83.55191587.70.769L8x4x5/8840.6251.12524.47.16479.22.562.898.112.621.060.9020.8560.2620.9553.423.83---2L5x5x7/16550.43750.937528.78.4420.15.571.541.42.082.212.352.850.828HSS20x20x3/820200.37598.1228.818301837.9718301837.972112112880HSS11.250x0.62511.2510.0880.5817119.527849.43.785561 3/4T =15-1/2
O'Neal, Inc.: The 'T' distance shown is the nominal "detailing" value, and not the "design" value. T = d(nom)-2*k(det).in.T =4-3/8in.k =0.6600in.A =16.80in.^2A =6.10in.^2Ix =79.10in.^4W40x32896.4400.9117.911.7333-3/43.1251.68755-1/24.731.2926800134016.716601854.15151028674.26070001711330287755C6x8.22.3960.21.920.3434-3/80.81251-1/80.5120.5999.113.14.352.340.6870.4880.5360.07364.72.650.824WT20x117.534.519.80.8311.91.582.76126085.76.045.1722237.32.5420.61567.880.691L8x4x9/16840.56251.062522.16.4942.98.342.572.867.442.381.070.8780.8590.2640.7042.533.84---2L5x5x3/8550.3750.87524.87.317.54.831.551.372.072.22.342.840.826HSS18x18x5/818180.625140.7341.420202246.9920202246.992642643370HSS11.250x0.50011.2510.320.46557.515.822940.83.824591 7/8k =2.5625
O'Neal, Inc.: The 'k' distance shown is the "design" value, and not the nominal "detailing" value.in.k =0.8125in.Ix =6.88in.^4Ix =98.10in.^4Ix =6.31in.^4Sx =19.80in.^3W40x3279640.81.1812.12.13343.311.81255-1/23.091.58245001200166401052.581410170103239000117757225696C5x92.6450.3251.890.323-1/20.751-1/80.4780.4278.298.893.561.830.6240.4440.4860.1092.932.10.815WT20x107.531.719.50.6515.81.222.41030685.714.2839850.53.5412.41017.650.77L8x4x1/2840.5119.75.838.67.482.582.846.752.151.080.8540.8630.2660.5011.83.86---2L5x5x5/16550.31250.812520.96.1314.94.071.561.352.062.192.322.840.825HSS18x18x1/218180.5115.4533.917001897.0817001897.082202202740HSS11.250x0.37511.2510.5520.34943.61217831.63.863552k1 =1.0000in.gage =1-3/8
O'Neal, Inc.: For a channel, the "gage" shown is the distance from the back (web) of the member to the bolt in the flange.in.Sx =1.72in.^3Sx =17.50in.^3Sx =2.38in.^3rx =2.970in.W40x32495.340.2115.91.81342.991.68755-1/24.141.425600128016.412201533.58146023979.44490001531100259719C5x6.71.9750.191.750.323-1/20.7510.4840.5528.937.482.991.950.470.3720.4890.05492.222.260.79WT20x105.53119.70.7511.81.422.6112076.76.015.08195332.5115.21137.840.689L8x4x7/16840.43750.937517.45.1134.26.592.592.816.031.91.090.8290.8670.2680.341.223.87---2L4x4x3/4440.751.1253710.915.25.581.181.271.731.882.032.280.847HSS18x18x3/818180.37587.9125.813201477.1513201477.151691692090HSS11.250x0.31211.2510.6680.29136.51015126.83.883012 1/8gage =5-1/2
O'Neal, Inc.: The "gage" shown is the spacing between the bolts in the flange. The "halve-gage" is taken each side of the member centerline. When a gage is displayed as a set of three numbers such as: (3) 5-1/2 (3) it refers to 4 rows of bolts with 3 "gages" or spacings = 3", 5-1/2", and 3" in this case.in.x(bar) =0.514in.rx =1.460in.rx =2.410in.rx =1.020in.Iy =50.60in.^4W40x32194.140.08115.911.7734-3/162.93751.68755-1/24.131.4225100125016.311901503.56142023479.44460001521100264730C4x7.252.1340.3211.720.2962-1/20.7510.4590.3867.844.582.291.470.4250.3370.4470.08171.241.750.767WT20x99.529.219.30.6515.81.072.2598866.55.814.4734744.13.459.1283.57.820.747L7x4x3/4740.751.2526.27.737.88.392.212.593.011.0810.8550.3241.473.973.31---2L4x4x5/8440.625131.39.2113.24.771.21.221.711.8522.280.841HSS16x16x5/816160.5811273513701716.2513701716.252002002170HSS11.250x0.25011.2510.7840.23329.48.0612221.83.92452 1/4rt =3.130in.eo =0.380in.y =1.070in.y =2.400in.y =0.854in.Sy =16.90in.^3W40x29887.639.690.8317.831.57533-3/431.6255-1/24.71.4124200122016.614901674.12137025756.35400001701190261684C4x5.41.5840.1841.580.2962-1/20.75---0.4570.5018.523.851.921.560.3120.2770.4440.03990.9211.880.742WT20x91.526.919.50.6511.81.222.495865.85.974.9316828.52.51072.17.780.692L7x4x5/8740.6251.12522.16.532.47.122.232.457.792.561.10.9580.860.3290.8682.373.34---2L4x4x1/2440.50.87525.57.49113.911.211.181.691.831.972.280.834HSS16x16x1/216160.46510328.311301416.3111301416.311641641770HSS11.250x0.18811.2510.9020.17422.26.0592.916.53.921862 3/8d/Af =0.94d/Af =8.10Iy =5.71in.^4Iy =98.10in.^4ry(0) =2.260
Alexander Tomanovich: The radius of gyration for the minor (Y) axis, 'ry', with a 0" gap between back-to-back of angle legs.in.ry =2.380in.W40x29787.439.80.9315.81.65342.831.68755-1/24.111.5323200117016.310901383.54133021561.2397000151986235654C4x4.51.3840.1251.580.2962-1/20.75---0.4930.5878.553.651.831.630.2890.2650.4570.03220.8712.010.71WT20x8725.519.10.6515.750.83290763.85.964.8727134.43.265.665.38.120.699L7x4x1/2740.5117.95.2626.65.792.252.46.482.11.110.910.8660.3340.4561.253.37---2L4x4x7/16440.43750.812522.56.619.873.471.221.151.681.811.962.280.832HSS16x16x3/816160.34978.421.58731096.378731096.371261261350HSS10.750x0.50010.759.820.46554.815199373.643982 1/2Ix =4330.00in.^4Ix =17.30in.^4Sy =1.99in.^3Sy =17.50in.^3ry(3/8) =2.390
Alexander Tomanovich: The radius of gyration for the minor (Y) axis, 'ry', with a 3/8" gap between back-to-back of angle legs.in.Zx =24.10in.^3W40x27881.840.21.02121.81342.991.755-1/23.021.8520500102015.852187.12.52119014064.7192000115622190586C3x61.7630.3561.60.2731-5/80.6875---0.4550.3226.872.071.381.080.30.2630.4130.07250.4621.40.69WT20x83.524.619.30.6511.81.022.2189963.76.055.1914123.92.46.9962.98.010.659L7x4x7/16740.43750.937515.84.6323.65.112.262.385.791.861.120.8860.8690.3370.310.8513.39---2L4x4x3/8440.3750.7519.45.718.643.011.231.131.671.81.942.280.829HSS16x16x5/1616160.29165.818.173992.36.3973992.36.391061061140HSS10.750x0.25010.7510.2840.23328.17.710619.83.722132 5/8Sx =419.00in.^3Sx =5.78in.^3ry =1.330in.ry =2.410in.ry(3/4) =2.540
Alexander Tomanovich: The radius of gyration for the minor (Y) axis, 'ry', with a 3/4" gap between back-to-back of angle legs.in.Zy =19.80in.^3W40x27781.439.70.8315.81.58342.761.6255-1/24.131.5921900110016.410401323.58125020451.5378000151940225614C3x51.4730.2581.50.2731-5/80.6875---0.4390.3927.321.851.231.120.2410.2280.4050.04250.3791.450.673WT20x74.521.919.10.6311.80.832.0181559.76.15.4511419.42.294.6651.98.230.626L7x4x3/8740.3750.87513.6420.54.422.272.355.061.611.120.8610.8730.3390.1980.5443.4---2L4x4x5/16440.31250.687516.34.87.352.541.241.111.661.791.932.280.826HSS14x14x5/814140.58111030.38971285.448971285.441511511430HSS10.000x0.625108.8380.58162.617.219138.33.343832 3/4rx =8.350in.rx =2.130in.J =0.119in.^4x =2.400in.ro(bar) =2.56in.J =100.00in.^4W40x26878.839.370.7517.751.41533-3/42.81251.56255-1/24.671.5721500109016.513201494.09122022941.14750001681060234612C3x4.11.230.171.410.2731-5/80.6875---0.4370.4617.781.651.11.170.1910.1960.3980.02690.3071.530.655WT18x42412521.2252.5218.134.535.687542502775.845.8622702514.2762268808.080.802L6x6x16611.537.51135.48.551.791.8635.48.551.791.861.1713.689.243.190.6352L4x4x1/4440.250.62513.23.8762.051.251.081.651.781.912.280.824HSS14x14x1/214140.46589.624.67431065.497431065.491241241170HSS10.000x0.500109.070.46550.813.915931.73.383172 7/8Iy =493.00in.^4Iy =1.05in.^4Cw =0.107in.^6rz =1.560in.H =0.933W40x26477.6400.9611.91.73342.911.68755-1/23.011.941940097115.849382.62.52113013256.1181000114589182555C3x3.51.0930.1321.370.2731-5/80.6875---0.4430.4938.021.571.041.20.1690.1820.3940.02260.2761.570.646WT18x399117212.38184.295.2439302575.795.7121002344.2352357008.020.802L6x6x7/8660.8751.37533.29.7531.97.611.811.8131.97.611.811.811.1712.516.413.210.6352L3-1/2x3-1/2x1/23.53.50.50.87522.26.537.252.961.051.051.491.631.771.990.838HSS14x14x3/814140.34968.218.757782.55.5557782.55.5595.495.4900HSS10.000x0.375109.3020.34938.610.612324.73.412473Sy =85.30in.^3Sy =0.64in.^3a =1.53
Alexander Tomanovich: Torsional property, 'a', is determined as follows: a = SQRT(E*Cw/G*J) where: E = 29,000 ksi (Elastic Modulus) G = 11,200 ksi (Shear Modulus)in.TAN(a) =1.000Round HSS & PipesW40x24973.339.40.7515.81.42342.61.56255-1/24.11.761960099316.39261183.55112018238.1334000149836202550MC18x5817.1180.74.20.62515-1/81.43752-1/20.8620.6956.86675756.2917.65.281.022.8110706.550.944WT18x32595.520.21.9717.63.544.4930302035.645.2616101834.1129430107.80.8L6x6x3/4660.751.2528.88.4628.16.641.821.7728.16.641.821.771.1711.614.173.250.6312L3-1/2x3-1/2x7/163.53.50.43750.812519.65.776.512.631.061.031.481.611.761.990.835HSS14x14x5/1614140.29157.315.749069.95.5849069.95.5880.580.5759HSS10.000x0.312109.4180.29132.38.8810520.93.43209ry =2.820in.ry =0.524in.ro(bar) =2.16in.J =7.13in.^4 YW40x24471.739.060.7117.711.2633-3/42.6251.56255-1/24.631.751920098316.411701324.04110020330.4417000167934208550MC18x51.915.3180.64.10.62515-1/81.43752-1/20.8580.7977.0262769.66.4116.35.021.032.039856.690.939WT18x263.577.419.61.6117.22.913.8623401595.54.8712401454.0116315707.610.799L6x6x5/8660.6251.12524.37.1324.15.641.841.7224.15.641.841.721.1710.9552.53.280.6312L3-1/2x3-1/2x3/83.53.50.3750.751755.722.291.0711.471.61.741.990.832HSS12x12x5/812120.58193.125.754891.44.6254891.44.62109109885HSS10.000x0.250109.5340.23326.17.1585.317.13.45171Zx =490.00in.^3J =0.24in.^4H =0.830Cw =32.5in.^6Platest=0.322W40x2356939.70.8311.91.58342.761.6255-1/23.012.121740087515.944474.62.54101011841.3161000113530166495MC18x45.813.5180.540.62515-1/81.43752-1/20.8660.9097.257864.26.5514.94.771.051.458976.860.933WT18x219.564.519.11.36172.443.3918901305.414.69961173.9396.38947.490.796L6x6x9/16660.56251.0625226.45225.121.851.7225.121.851.71.1810.7041.853.290.6292L3-1/2x3-1/2x5/163.53.50.31250.687514.34.214.891.941.080.9791.461.591.731.990.829HSS12x12x1/212120.46575.920.945776.24.6845776.24.6889.689.6728HSS10.000x0.188109.6520.17419.75.3764.8133.47130Zy =132.00in.^3Cw =7.19in.^6a =3.44
Alexander Tomanovich: Torsional property, 'a', is determined as follows: a = SQRT(E*Cw/G*J) where: E = 29,000 ksi (Elastic Modulus) G = 11,200 ksi (Shear Modulus)in.Y W40x22164.838.670.7117.711.06533-3/42.43751.56255-1/24.562.0516600858169881123.996717221.2349000166785176483MC18x42.712.6180.453.950.62515-1/81.43752-1/20.8770.9697.2955461.56.6414.34.641.071.238526.960.93WT18x196.557.818.91.2216.82.23.1516601155.374.448771043.8970.56377.420.797L6x6x1/2660.5119.65.7719.94.591.861.6719.94.591.861.671.1810.5011.323.30.6312L3-1/2x3-1/2x1/43.53.50.250.62511.63.414.011.571.090.9541.441.571.721.990.826HSS12x12x3/812120.349581635759.54.7335759.54.7369.269.2561HSS9.625x0.5009.6258.6950.46548.813.414129.23.24281J =59.30in.^4a =8.86
Alexander Tomanovich: Torsional property, 'a', is determined as follows: a = SQRT(E*Cw/G*J) where: E = 29,000 ksi (Elastic Modulus) G = 11,200 ksi (Shear Modulus)in.ro(bar) =4.29in.t=0.375W40x21563.4390.6515.81.22342.41.56255-1/24.092.031670085916.27961013.5496415624.8284000149714174471MC13x5014.7130.7874.410.6110-1/81.43752-1/20.9740.8154.8331448.34.6216.44.771.062.965585.070.875WT18x179.552.718.71.1216.72.012.9615001045.334.33786943.86544807.380.797L6x6x7/16660.43750.937517.35.0817.64.061.861.6517.64.061.861.651.1810.340.8993.320.6292L3x3x1/2330.50.87518.75.54.412.130.8950.9291.291.431.581.710.842HSS12x12x5/1612120.29148.813.430450.74.7630450.74.7658.658.6474HSS9.625x0.3759.6258.9270.34937.110.211022.83.28219Cw =43200in.^6ro(bar) =2.37in.H =0.633 XO.D.=8.63 XW40x2116239.40.7511.81.42342.61.56255-1/22.982.361550078615.839066.12.5190610530.4140000112468148442MC13x4011.8130.564.180.6110-1/81.43752-1/20.9631.035.0927341.94.8213.74.241.081.554625.320.859WT18x16448.218.51.0216.61.852.8135094.15.294.2171185.53.8441.93637.320.799L6x6x3/8660.3750.87514.94.3815.43.511.871.6215.43.511.871.621.1910.2180.5753.330.632L3x3x7/16330.43750.812516.64.863.961.890.9030.9071.281.421.571.710.838HSS12x12x1/412120.23339.410.824841.44.7924841.44.7947.647.6384HSS9.625x0.3129.6259.0430.29131.18.539319.33.3186a =43.43
Alexander Tomanovich: Torsional property, 'a', is determined as follows: a = SQRT(E*Cw/G*J) where: E = 29,000 ksi (Elastic Modulus) G = 11,200 ksi (Shear Modulus)in.H =0.858b=12W40x19958.538.70.6515.81.07342.251.56255-1/24.042.31149007701669588.23.4586913718.3246000148621151424MC13x3510.3130.4474.070.6110-1/81.43752-1/20.981.165.2325238.84.9512.33.971.091.134125.50.849WT18x15044.118.40.94516.71.682.63123086.15.274.1364877.83.83322787.310.797L6x6x5/16660.31250.812512.53.67132.951.881.6132.951.881.61.1910.1290.3383.350.632L3x3x3/8330.3750.7514.34.223.491.650.910.8841.271.411.551.710.834HSS10x10x5/810100.58176.12130460.83.830460.83.873.273.2498HSS9.625x0.2509.6259.1590.23325.16.8775.915.83.32152Wno =54.20in.^2I.D.=7.98W40x19256.538.20.7117.710.8333-3/42.251.56255-1/24.432.61350070815.5770873.6980713513.7268000165608137404MC13x31.89.35130.37540.6110-1/81.43752-1/211.245.3323936.75.0511.43.791.10.9373805.640.842WT18x14041.218.30.88516.61.572.521140805.254.0759972.23.8126.22267.280.796L6x4x7/8640.8751.37527.27.9827.77.131.862.129.73.371.11.120.8540.4222.034.042.83---2L3x3x5/16330.31250.687512.13.552.991.40.9180.861.261.391.541.710.83HSS10x10x1/210100.46562.317.225651.23.8625651.23.8660.760.7412HSS9.625x0.1889.6259.2770.174195.1757.7123.34115Sw = 299.00in.^4t =3/8in.W40x18353.8390.6511.81.22342.41.56255-1/22.982.711330068315.733656.92.578389.620120000111402129381MC12x5014.7120.8354.140.79-3/81.31252-1/21.050.7414.1526944.94.2817.45.641.093.234114.760.859WT18x13038.218.10.8416.61.442.39106075.15.264.0554565.83.7720.71817.290.791L6x4x3/4640.751.2523.66.9424.56.231.882.078.632.951.121.070.8560.4281.312.642.85---2L3x3x1/4330.250.6259.772.872.461.140.9260.8361.251.381.521.710.827HSS10x10x3/810100.34947.813.220240.43.9220240.43.9247.247.2320HSS8.750x0.5008.757.820.46544.112.110423.82.93208Qf =94.30in.^3b =12in.PIPE8STDW40x17451.138.20.6515.750.8334-3/1621.55-1/23.922.921220063915.554168.83.2671510711.2189000147481119364MC12x4513.2120.7124.010.79-3/81.31252-1/21.040.8444.2725241.94.3615.85.311.092.343744.880.851WT18x12837.718.70.9612.21.732.48121087.45.664.9226443.22.6526.42057.450.704L6x4x5/8640.6251.12519.95.86215.291.892.037.482.521.131.030.8590.4350.7751.592.89---2L3x3x3/16330.18750.56257.412.181.90.8670.9330.8121.241.371.511.710.823HSS10x10x5/1610100.29140.311.117234.53.9417234.53.9440.140.1271HSS8.750x0.3758.758.0520.34933.69.2181.418.62.97163Qw =245.00in.^3wt./ft. =15.31plf.O.D. =8.63in.W40x16749.238.60.6511.81.02342.211.56255-1/22.913.191160060015.328347.92.4693761499800111336107336MC12x4011.8120.593.890.79-3/81.31252-1/21.040.9524.41234394.4614.24.981.11.6933650.841WT18x122.536180.816.51.352.3995715.264.0350761.43.7517.31517.280.788L6x4x9/16640.56251.062518.15.3119.24.811.926.862.291.1410.8610.4380.5721.182.89---2L2-1/2x2-1/2x1/22.52.50.50.7515.34.52.431.430.7350.8031.091.231.391.430.85HSS10x10x1/410100.23332.68.9614128.33.9714128.33.9732.732.7220HSS8.750x0.3128.758.1680.29128.17.7369.315.82.99139A =4.500
Alexander Tomanovich: Cross-sectional area, 'A', is determined as follows: A = b*tin.^2I.D. =7.98in.W40x14943.838.20.6311.80.83342.011.55-1/22.843.998005131522938.82.2959862.29.368000011027086.7288MC12x3510.3120.4673.770.79-3/81.31252-1/21.051.074.5521636.14.5912.64.651.111.242985.170.832WT18x11634.118.60.8712.11.572.32108078.55.634.8223438.62.6219.71517.40.703L6x4x1/2640.5116.24.7517.34.311.911.986.222.061.140.9810.8640.4410.4070.8432.91---2L2-1/2x2-1/2x3/82.52.50.3750.62511.83.471.941.120.7490.7581.071.211.361.420.839HSS10x10x3/1610100.17424.76.7610821.6410821.6424.824.8167HSS8.750x0.2508.758.2840.23322.76.2356.612.93.01113Ix =0.053
Alexander Tomanovich: X-axis moment of inertia, 'Ix', is determined as follows: Ix = b*t^3/12in.^4t =0.322
Alexander Tomanovich: The wall thickness, 't', is the actual value, not the nominal wall thickness.in.W36x84824942.452.5218.134.5331-1/85.68752.255-1/24.840.5267400317016.445505014.2738307991270162000017235306741910MC12x319.12120.373.670.79-3/81.31252-1/21.081.174.6720233.74.7111.34.371.1112675.330.822WT18x11533.8180.7616.51.262.21934675.254.01470573.7314.31257.280.784L6x4x7/16640.43750.937514.24.1815.43.811.921.955.561.831.150.9570.8670.4430.2760.5752.92---2L2-1/2x2-1/2x5/162.52.50.31250.56259.962.931.670.9490.7560.7351.051.191.341.420.834HSS8x8x5/8880.58159.116.414636.52.9914636.52.9944.744.7244HSS8.750x0.1888.758.4020.17417.24.6943.19.863.0386.2Sx =0.281
Alexander Tomanovich: X-axis section modulus, 'Sx', is determined as follows: Sx = b*t^2/6in.^3wt./ft. =28.60plf.W36x798235422.38184.2930-7/85.242.3755-1/24.80.5462600298016.342004674.2335807431050149000016932706311790MC12x10.63.1120.191.50.30910-1/20.75---0.2690.28425.955.39.224.220.3780.3070.3490.059611.74.270.983WT18x10530.918.30.8312.21.362.1198573.15.654.8720633.82.5813.91197.490.687L6x4x3/8640.3750.87512.33.6113.43.31.931.934.861.581.160.9330.870.4460.1770.3692.94---2L2-1/2x2-1/2x1/42.52.50.250.58.072.371.380.7730.7640.7111.041.181.331.420.829HSS8x8x1/2880.46548.713.512531.23.0412531.23.0437.537.5204HSS8.625x0.5008.6257.6950.46543.411.999.523.12.89199rx =0.108
Alexander Tomanovich: X-axis radius of gyration, 'rx', is determined as follows: rx = t/SQRT(12)in.A =8.40in.^2W36x72021141.192.16517.7753.931-1/85.06252.06255-1/24.730.5955300269016.236804144.183190656804127000016628705711590MC10x41.112.1100.7964.320.5757-3/81.31252-1/21.090.8644.0215731.53.6115.74.851.142.262694.250.789WT18x9728.518.20.76512.11.262.01901675.624.818730.92.5611.192.77.450.687L6x4x5/16640.31250.812510.33.0311.42.771.941.94.131.341.170.9080.8740.4490.1040.2172.95---2L2-1/2x2-1/2x3/162.52.50.18750.43756.131.81.070.590.7710.6871.031.171.311.420.825HSS8x8x3/8880.34937.610.499.624.93.199.624.93.129.429.4160HSS8.625x0.3758.6257.9270.34933.19.0777.8182.93156Iy =54.000
Alexander Tomanovich: Y-axis moment of inertia, 'Iy', is determined as follows: Iy = t*b^3/12in.^4I =72.50in.^4W36x65019140.51.9717.63.5430-7/84.492.18755-1/24.670.654890024201632303674.112860580591110000016225205101420MC10x33.69.87100.5754.10.5757-3/81.31252-1/21.091.064.2413927.83.7513.14.351.151.22244.480.769WT18x9126.818.20.72512.11.181.9384563.15.624.7717428.82.559.277.67.450.685L6x3-1/2x1/263.50.5115.44.5216.64.231.922.074.241.590.9680.8290.7560.3430.3860.7792.88---2L2x2x3/8220.3750.6259.32.730.9530.6960.5910.6320.8651.011.171.140.847HSS8x8x5/16880.29131.88.7685.621.43.1385.621.43.1325.125.1136HSS8.625x0.3228.6258.0250.328.67.8568.115.82.95136Sy =9.000
Alexander Tomanovich: Y-axis section modulus, 'Sy', is determined as follows: Sy = t*b^2/6in.^3S =16.80in.^3W36x58817239.841.7917.43.2331-1/84.3751.8755-1/24.620.7143500218015.928503284.07255051745395000015922404651280MC10x28.58.37100.4253.950.5757-3/81.31252-1/21.121.214.412625.33.8911.33.991.160.7911934.670.751WT18x852518.10.68121.11.8578658.95.614.7316026.62.537.5163.27.440.684L6x3-1/2x3/863.50.3750.87511.73.4412.93.231.932.023.331.220.9840.7810.7630.3490.1680.3412.9---2L2x2x5/16220.31250.56257.892.320.8280.5950.5980.6090.8530.9961.151.140.841HSS8x8x1/4880.23325.87.170.717.73.1570.717.73.1520.520.5111HSS8.625x0.2508.6258.1590.23322.46.1454.112.52.97108ry =3.464
Alexander Tomanovich: Y-axis radius of gyration, 'ry', is determined as follows: ry = b/SQRT(12)in.r =2.940in.W36x52715539.21.6117.22.9130-7/83.8625-1/24.570.7838300195015.724902894.01228045432782000015619604121130MC10x257.35100.383.410.5757-3/81.312520.9531.035.11110223.877.252.960.9930.6381244.460.802WT18x8023.5180.65121.021.7774055.85.614.7414724.62.56.1753.67.460.678L6x3-1/2x5/1663.50.31250.81259.832.8910.92.721.9422.841.030.9910.7560.7670.3520.0990.2012.92---2L2x2x1/4220.250.56.431.890.6910.4890.6050.5860.8420.9821.141.130.835HSS8x8x3/16880.17419.65.3754.413.63.1854.413.63.1815.715.784.5HSS8.625x0.1888.6258.2770.174174.6241.39.572.9982.5J =54.053
Alexander Tomanovich: Torsional constant, 'J', is determined as follows: J = b*t/12*(b^2+t^2)in.^4J =145.00in.^4W36x48514238.741.517.1052.6831-1/83.81251.755-1/24.530.8534700179015.622502633.98207041226072700015417703801040MC10x226.45100.293.320.5757-3/81.312520.991.125.2510220.53.996.42.750.9970.511104.610.791WT18x7522.117.90.625120.941.6969853.15.624.7813522.52.475.04467.50.67L5x5x7/8550.8751.37527.38.0217.85.161.491.5617.85.161.491.560.97112.073.532.640.6382L2x2x3/16220.18750.43754.911.440.5410.3760.6120.5610.8310.9671.121.130.83HSS7x7x5/8770.58150.61493.426.72.5893.426.72.5833.133.1158HSS7.625x0.1257.6257.3930.116102.7419.35.062.6638.6W36x43912938.31.36172.4430-7/83.391.8755-1/24.490.9231000162015.519902353.9318703671936380001521570341931MC10x8.42.46100.171.50.288-1/20.75---0.2840.33223.79931.96.393.610.3260.2680.3640.041373.670.972WT18x67.519.917.80.6120.791.5463749.75.664.9611318.92.383.4837.37.650.644L5x5x3/4550.751.2523.76.9815.74.521.51.5215.74.521.51.520.97211.332.322.670.6322L2x2x1/8220.1250.3753.340.9820.3770.2570.620.5340.8180.9511.11.130.826HSS7x7x1/2770.46541.911.680.5232.6380.5232.6327.927.9133HSS7.500x0.5007.56.570.46537.410.363.9172.49128W36x39311637.81.2216.82.230-7/83.151.81255-1/24.451.0227500145015.417502083.916703251415540001501390306829MC10x6.51.91100.1521.1270.2029-1/80.4375---0.180.16743.79922.14.423.40.1120.1180.2420.022.453.430.99WT16.5x193.557181.2616.22.283.0714601075.074.278101003.7773.96157.040.802L5x5x5/8550.6251.12520.15.913.63.851.521.4713.63.851.521.470.97510.7921.42.70.6332L8x6x1LLBB8611.588.826.116230.22.492.652.392.522.664.060.721HSS7x7x3/8770.34932.58.976518.62.696518.62.6922.122.1105HSS7.500x0.3757.56.8020.34928.67.8450.213.42.53100W36x35910537.41.1216.72.0130-7/82.961.755-1/24.421.1124800132015.315701883.8615102921084920001481240278751MC9x25.47.4790.453.50.556-1/21.2520.970.9864.6887.919.53.437.572.991.010.6911044.080.77WT16.5x17752.117.81.1616.12.092.88132096.85.034.1572990.63.7457.146870.803L5x5x1/2550.5116.34.7911.33.151.531.4211.33.151.531.420.9810.4170.7442.730.6322L8x6x7/8LLBB860.8751.37578.523.114526.82.52.62.372.52.634.070.718HSS7x7x5/16770.29127.57.5956.1162.7256.1162.7218.918.989.7HSS7.500x0.3127.56.9180.291246.5942.911.42.5585.8NOMENCLATURE FOR AISC MEMBER PROPERTIES AND DIMENSIONS:W36x32896.437.11.0216.61.8530-7/82.81.755-1/24.391.2122500121015.314201713.84138026584.14410001471130254684MC9x23.97.0290.43.450.556-1/21.2520.9811.044.7484.918.93.487.142.891.010.599984.150.762WT16.5x15946.817.61.04161.892.68116085.84.994.0264580.73.7142.13356.930.803L5x5x7/16550.43750.937514.44.22102.781.541.4102.781.541.40.98310.2840.5082.750.632L8x6x3/4LLBB860.751.25682012723.32.522.552.352.472.614.070.714HSS7x7x1/4770.23322.46.1746.513.32.7546.513.32.7515.515.573.5HSS7.500x0.2507.57.0340.23319.45.3235.29.372.5770.3W36x30088.336.70.94516.71.6830-7/82.631.68755-1/24.391.3120300111015.213001563.83126024164.23990001461020231622MC8x22.86.780.4273.50.5255-5/81.187521.011.044.3563.815.93.097.012.811.020.57275.23.840.715WT16.5x145.542.817.40.9615.91.732.52106078.34.963.9358173.13.6832.52566.910.803L5x5x3/8550.3750.87512.43.658.762.411.551.378.762.411.551.370.98610.1830.3272.760.6322L8x6x5/8LLBB860.6251.12557.316.810819.72.542.52.332.452.594.080.712HSS7x7x3/16770.17417.14.673610.32.773610.32.7711.911.956.1HSS7.500x0.1887.57.1520.17414.7426.97.172.5953.8A =Cross-sectional area of member (in.^2)W36x28082.436.50.88516.61.5730-7/82.521.6255-1/24.371.418900103015.112001443.81117022352.6366000145944216579MC8x21.46.2880.3753.450.5255-5/81.187521.021.094.4261.515.43.136.582.711.020.49570.83.910.709WT16.5x131.538.717.30.8715.81.572.3694370.24.933.8351765.53.6524.31886.860.803L5x5x5/16550.31250.812510.43.077.442.041.561.357.442.041.561.350.9910.1080.1932.780.632L8x6x9/16LLBB860.56251.062551.815.298.717.92.552.482.322.442.584.090.71HSS6x6x5/8660.58142.111.755.218.42.1755.218.42.1723.223.294.9HSS7.000x0.50076.070.46534.79.5551.214.62.32102d =Overall depth of member, parallel to X-axis (in.)W36x26076.536.30.8416.61.4430-7/82.391.6255-1/24.341.52173009531510901323.78108020441.5330000144858197532MC8x205.8880.43.030.55-3/41.12520.840.8435.2954.413.63.044.422.020.8670.44147.83.580.779WT16.5x120.535.517.10.8315.91.42.1987265.84.963.8446658.83.62181466.90.793L5x3-1/2x3/453.50.751.187519.85.8213.94.261.551.745.522.20.9740.9930.7440.4641.091.522.36---2L8x6x1/2LLBB860.5146.313.688.8162.552.462.312.432.564.090.709HSS6x6x1/2660.46535.19.7448.316.12.2348.316.12.2319.819.881.1HSS7.000x0.37576.3020.34926.67.2940.411.62.3580.9tw =Thickness of web of member (in.)W36x25675.437.40.9612.21.7332-1/82.481.31255-1/23.141.771680089514.952886.52.65104013752.9168000109576174516MC8x18.75.580.3532.980.55-3/41.12520.8490.8895.3752.413.13.094.151.950.8680.38453.650.773WT16.5x110.532.6170.77515.81.272.0679960.84.953.8142053.23.5913.91136.890.788L5x3-1/2x5/853.50.6251.062516.84.93123.631.561.694.81.880.9870.9470.7460.4720.6510.9182.39---2L8x6x7/16LLBB860.43750.937540.71278.714.12.562.432.32.422.554.090.708HSS6x6x3/8660.34927.47.5839.513.22.2839.513.22.2815.815.864.6HSS7.000x0.31276.4180.29122.36.1334.69.882.3769.1bf =Width of flange of member (in.)W36x24572.136.10.816.51.3530-7/82.31.6255-1/24.321.62161008951510101233.75101019034.6305000143799184498MC8x8.52.580.1791.870.3116-3/80.812520.4280.54213.723.35.823.050.6240.4310.50.05878.213.240.91WT16.5x100.529.616.80.71515.71.151.9472555.54.953.7737547.63.5610.484.96.880.784L5x3-1/2x1/253.50.50.937513.649.962.971.581.654.021.5510.9010.750.4790.3430.4912.42---2L8x4x1LLBB8411.575.222.113928.12.513.031.461.61.753.860.568HSS6x6x5/16660.29123.36.4334.311.42.3134.311.42.3113.613.655.4HSS7.000x0.25076.5340.233184.9528.48.112.3956.8tf =Thickness of flange of member (in.)W36x23268.137.10.8712.11.5732-1/82.321.255-1/23.111.951500080914.846877.22.6293612239.6148000108512157464MC7x22.76.6770.5033.60.54-3/41.12521.041.013.8947.413.52.677.242.831.040.62558.33.520.661WT16.5x84.524.816.90.6711.51.221.9264951.15.124.21155272.58.8155.46.740.715L5x3-1/2x7/1653.50.43750.9375123.538.92.641.591.633.631.391.010.8830.7580.4820.2380.336422.45---2L8x4x7/8LLBB840.8751.37566.619.6125252.532.991.441.571.723.870.566HSS6x6x1/4660.233195.2428.69.542.3428.69.542.3411.211.245.6HSS7.000x0.18876.6520.17413.73.7321.76.212.4143.5T =Distance between fillets for wide-flange or channel shape (in.) = d-(2*k)W36x23067.635.90.7616.51.2630-7/82.211.56255-1/24.31.731500083714.99401143.7394317628.6282000143740171465MC7x19.15.6170.3523.450.54-3/41.12521.081.154.0643.112.32.776.062.551.040.40749.33.710.638WT16.5x7622.416.70.63511.61.061.7659247.45.144.2613623.62.476.16436.810.7L5x3-1/2x3/853.50.3750.812510.43.057.752.281.591.63.151.191.020.8540.7550.4860.150.2172.45---2L8x4x3/4LLBB840.751.2557.81711021.72.552.941.421.551.693.880.564HSS6x6x3/16660.17414.53.9822.37.422.3722.37.422.378.638.6335HSS7.000x0.12576.7680.1169.192.5114.94.252.4329.7k =Distance from outer face of flange to web toe of fillet (in.)W36x21061.836.70.8312.21.3632-1/82.111.255-1/23.092.211320071914.641167.52.5883310728128000108446136412MC6x185.2960.3793.50.4753-7/81.062521.121.173.629.79.892.375.882.471.050.37934.63.460.562WT16.5x70.520.816.70.60511.50.961.6655244.75.154.2912321.32.434.8435.46.850.691L5x3-1/2x5/1653.50.31250.758.722.566.581.921.61.572.691.011.020.8290.7580.4890.08830.1282.46---2L8x4x5/8LLBB840.6251.12548.714.394.118.42.562.891.391.521.663.890.562HSS6x6x1/8660.1169.852.715.55.152.3915.55.152.395.925.9223.9HSS6.875x0.5006.8755.9450.46534.19.3648.314.12.2796.7k1 =Distance from web centerline to flange toe of fillet (in.)W36x1945736.50.76512.11.2632-1/82.011.18755-1/23.072.391210066414.637561.92.5676797.722.2116000107407126379MC6x16.34.7960.37530.4753-7/81.06251-3/40.9270.934.21268.662.333.771.820.8870.33622.13.110.643WT16.5x6519.216.50.5811.50.8551.5651342.15.184.3610918.92.383.6729.36.920.677L5x3-1/2x1/453.50.250.68757.032.075.361.551.611.552.20.8161.030.8040.7610.4910.04640.0672.48---2L8x4x9/16LLBB840.56251.062544.11385.716.72.572.861.381.511.653.90.562HSS5.5x5.5x3/85.55.50.34924.96.8829.710.82.0829.710.82.0813.113.149HSS6.875x0.3756.8756.1770.34926.17.1638.211.12.3176.4gage =Standard gage (bolt spacing) for member (in.) (Note: gages for angles are available by viewing comment box at cell K18.)W36x18253.636.30.72512.11.1832-1/81.931.18755-1/23.052.551130062314.534757.62.5571890.718.5107000106378118355MC6x15.34.4960.343.50.3854-1/40.87521.051.164.4525.38.442.384.912.011.050.223303.410.579WT16.5x5917.316.40.5511.50.741.4446939.25.24.4793.516.32.322.6423.47.020.659L5x3x5/8530.625115.74.6111.43.551.571.83.061.390.8150.7960.6440.3490.610.830132.36---2L8x4x1/2LLBB840.5139.511.677.2152.582.841.381.51.633.90.561HSS5.5x5.5x5/165.55.50.29121.25.8525.99.432.1125.99.432.1111.311.342.2HSS6.875x0.3126.8756.2930.29121.96.0232.79.512.3365.4rt =Radius of gyration of compression flange plus 1/3 of compression web area, taken about an axis in plane of web (in.)W36x17050.136.20.68121.132-1/81.851.18755-1/23.042.731050058114.532053.22.5366883.815.198400105349109330MC6x15.14.4460.3162.940.4753-7/81.06251-3/40.940.9824.2924.98.32.373.461.730.8830.28520.53.180.634WT15x238.57017.1051.6315.8652.953.7515501214.74.39871243.7515111706.650.819L5x3x1/2530.50.937512.83.759.432.891.581.742.551.130.8240.7460.6420.3570.3220.4442.38---2L8x4x7/16LLBB840.43750.937534.810.268.513.22.592.811.371.491.623.910.561HSS5.5x5.5x1/45.55.50.23317.34.7721.77.92.1321.77.92.139.329.3234.8HSS6.875x0.2506.8756.4090.23317.74.8626.87.812.3553.7d/Af =Ratio of of total depth of member to area of compression flange of member = d/(bf*tf)W36x16047360.65121.0232-1/81.771.1255-1/23.022.94976054214.429549.12.562477.312.490300105321101308MC6x123.5360.312.50.3754-1/40.8751-1/20.7040.7256.4118.76.242.31.851.030.7240.15511.32.80.74WT15x195.557.616.61.3615.62.443.23122096.94.61477499.23.6786.36366.510.818L5x3x7/16530.43750.87511.33.318.412.561.591.722.2910.8310.7220.6440.3610.220.3042.4---2L7x4x3/4LLBB740.751.2552.415.475.616.82.212.51.481.611.753.410.611HSS5.5x5.5x3/165.55.50.17413.23.63176.172.16176.172.167.197.1926.7HSS6.875x0.1886.8756.5270.17413.43.6620.65.992.3741.1Ix =Moment of inertia of member taken about X-axis (in.^4)W36x15044.235.90.625120.9432-1/81.691.1255-1/22.993.18904050414.327045.12.4758170.910.18230010529493.1287WT15x178.552.516.41.2415.52.243.03109087.24.563.8769389.63.6466.64786.440.818L5x3x3/8530.3750.81259.742.867.352.221.61.692.010.8740.8380.6980.6460.3640.1410.1962.41---2L7x4x5/8LLBB740.6251.12544.21364.714.22.232.451.451.581.733.420.608HSS5.5x5.5x1/85.55.50.11692.4611.84.32.1911.84.32.194.954.9518.3HSS6.625x0.5006.6255.6950.46532.7942.9132.1885.9Sx =Elastic section modulus of member taken about X-axis (in.^3)W36x13539.735.60.6120.7932-1/81.541.1255-1/22.933.7778004391422537.72.3850959.776800010424577.9251WT15x16347.916.21.1415.42.052.8498178.84.523.76622813.651.23616.40.817L5x3x5/16530.31250.758.192.416.241.871.611.671.720.7390.8460.6730.6490.3680.08320.1162.42---2L7x4x1/2LLBB740.5135.810.553.311.62.252.41.441.561.73.430.606HSS5x5x1/2550.46528.37.882610.41.822610.41.8213.113.144.6HSS6.625x0.4326.6255.8190.40328.67.8838.311.62.276.6rx =Radius of gyration of member taken about X-axis (in.) = SQRT(Ix/A)W33x61918138.471.9716.913.5429-3/44.3751.755-1/24.510.6441800217015.228703403.98256053756787000014822104631280WT15x14642.9161.0215.31.852.6486169.64.483.6254971.93.5837.52576.330.819L5x3x1/4530.250.68756.61.945.091.511.621.641.410.60.8530.6480.6520.3710.04380.06062.43---2L7x4x7/16LLBB740.43750.937531.59.2747.310.22.262.381.431.551.683.430.605HSS5x5x3/8550.34922.36.1821.78.681.8721.78.681.8710.610.636.1HSS6.625x0.3756.6255.9270.34925.16.883410.32.2268Iy =Moment of inertia of member taken about Y-axis (in.^4)W33x56716637.911.8116.753.2729-3/44.06251.68755-1/24.460.6937700199015.125803083.94233048544476800014519904251170WT15x130.538.415.80.9315.21.652.4476562.44.463.5448063.33.5326.91846.310.815L4x4x3/4440.751.12518.55.437.622.791.181.277.622.791.181.270.77411.021.122.10.6372L7x4x3/8LLBB740.3750.87527.2841.18.832.272.351.421.541.673.440.605HSS5x5x5/16550.291195.26197.621.9197.621.99.169.1631.2HSS6.625x0.3126.6256.0430.29121.15.7929.18.792.2458.2Sy =Elastic section modulus of member taken about Y-axis (in.^3)W33x51515137.361.6516.592.9929-3/43.81251.6255-1/24.420.7533700181014.922902763.89211043333867200014317703851060WT15x117.534.615.70.8315.11.52.2967455.14.413.4142756.83.5120.11336.240.818L4x4x5/8440.625115.74.616.622.381.21.226.622.381.21.220.77410.610.682.130.6362L6x4x7/8LLBB640.8751.37554.31655.414.31.862.121.571.711.862.960.678HSS5x5x1/4550.23315.64.3166.411.93166.411.937.617.6125.8HSS6.625x0.2806.6256.1030.261195.2226.57.992.2552.9ry =Radius of gyration of member taken about Y-axis (in.) = SQRT(Iy/A)W33x46813736.811.5216.4552.7229-3/43.51.56255-1/24.370.8230100163014.820302473.8518903872565870001401570348947WT15x105.531.115.50.77515.11.322.161050.54.433.3937850.13.4914.196.46.260.81L4x4x1/2440.50.87512.73.755.521.961.211.185.521.961.211.180.77610.3220.3662.160.632L6x4x3/4LLBB640.751.2547.213.948.912.51.882.071.551.681.832.970.673HSS5x5x3/16550.174123.2812.65.031.9612.65.031.965.895.8919.9HSS6.625x0.2506.6256.1590.233174.6823.97.222.2647.9Zx =Plastic section modulus of member taken about X-axis (in.^3)W33x42412436.341.3816.3152.4829-3/43.31251.43755-1/24.330.926900148014.718002213.8117003451935140001381400315852WT15x95.528.115.30.71151.191.9754945.74.423.3433644.73.4610.571.26.250.807L4x4x7/16440.43750.812511.23.34.931.731.221.154.931.731.221.150.77710.220.2522.170.6332L6x4x5/8LLBB640.6251.12539.911.74210.61.892.031.531.661.82.980.669HSS5x5x1/8550.1168.152.238.83.521.998.83.521.994.074.0713.7HSS6.625x0.1886.6256.2770.17412.93.5318.45.542.2836.7Zy =Plastic section modulus of member taken about Y-axis (in.^3)W33x387114361.2616.22.2829-3/43.071.3755-1/24.30.9724300135014.616202003.7715603121484590001361260287777WT15x86.525.515.20.655151.071.8549741.74.423.3129939.93.427.78536.240.802L4x4x3/8440.3750.759.722.864.321.51.231.134.321.51.231.130.77910.1410.1622.190.6292L6x4x9/16LLBB640.56251.062536.110.638.49.611.921.521.651.792.980.667HSS4.5x4.5x1/24.54.50.46524.96.9518.18.031.6118.18.031.6110.210.231.3HSS6.625x0.1256.6256.3930.1168.692.3712.63.792.325.1J =Torsional constant of member (in.^4)W33x35410435.61.1616.12.0929-5/82.881.3755-1/24.271.0622000124014.514601813.7414202821154090001351130261706WT15x7421.715.30.6510.51.181.8346640.64.633.8411421.72.287.2437.66.110.717L4x4x5/16440.31250.68758.162.43.671.271.241.113.671.271.241.110.78110.08320.09632.210.6272L6x4x1/2LLBB640.5132.39.534.78.631.911.981.511.641.772.990.665HSS4.5x4.5x3/84.54.50.34919.75.4815.36.791.6715.36.791.678.368.3625.7HSS6.125x0.5006.1255.1950.46530.18.2733.310.92.0166.7Cw =Warping constant (in.^6)W33x31893.635.21.04161.8929-5/82.681.31255-1/24.241.1619500111014.512901613.71127025084.43570001331000235631WT15x6619.415.20.61510.511.6542137.44.663.99818.62.254.8528.56.190.698L4x4x1/4440.250.6256.581.9331.031.251.0831.031.251.080.78310.04380.05052.220.632L6x4x7/16LLBB640.43750.937528.58.3630.87.621.921.951.51.621.762.990.663HSS4.5x4.5x5/164.54.50.29116.94.6813.561.713.561.77.277.2722.3HSS6.125x0.3756.1255.4270.34923.16.3326.58.662.0553a =Torsional property, a = SQRT(E*Cw/G*J)W33x29185.734.80.9615.91.7329-5/82.521.31255-1/24.211.2717700102014.411601463.68116022665.1318000132906214574WT15x6218.215.10.58510.50.931.5839635.34.663.990.417.22.233.9823.96.210.694L4x3-1/2x1/243.50.50.87511.93.55.31.921.231.243.761.51.040.9940.7160.750.3010.3022.03---2L6x4x3/8LLBB640.3750.87524.67.2226.86.591.931.931.491.611.752.990.662HSS4.5x4.5x1/44.54.50.23313.93.8411.45.081.7311.45.081.736.066.0618.5HSS6.125x0.3126.1255.5430.29119.45.3322.77.432.0745.5E =Modulus of elasticity of steel = 29,000 ksiW33x26377.534.50.8715.81.5729-5/82.361.255-1/24.181.391590091914.310401313.66104020248.7282000130808193516WT15x5817.1150.56510.50.851.537333.74.673.9482.115.62.193.2120.56.240.683L4x3-1/2x7/1643.50.43750.87510.63.094.761.721.241.233.41.351.050.9780.7240.7530.2060.207942.06---2L6x4x5/16LLBB640.31250.812520.66.0522.75.551.941.91.481.61.7430.661HSS4.5x4.5x3/164.54.50.17410.72.939.024.011.759.024.011.754.714.7114.4HSS6.125x0.2506.1255.6590.23315.74.3118.76.122.0837.5G =Shear modulus of elasticity of steel = 11,200 ksiW33x2417134.20.8315.91.429-5/82.191.255-1/24.171.541420083114.19331183.6294018236.2251000130721172466WT15x5415.914.90.54510.50.761.41349324.694.017313.92.152.4917.36.30.668L4x3-1/2x3/843.50.3750.759.12.684.151.481.251.22.961.161.050.9470.7190.7550.1320.1342.06---2L6x3-1/2x1/2LLBB63.50.5130.79.0433.28.451.922.071.271.41.542.940.615HSS4.5x4.5x1/84.54.50.1167.326.352.821.786.352.821.783.273.279.92HSS6.125x0.1886.1255.7770.17411.93.2514.44.712.128.8Wno =Normalized warping function at a point at the flange edge (in.^2)W33x22165.233.90.77515.81.2729-5/82.061.18755-1/24.151.681290075914.18401063.5985716427.8224000129650156424WT15x49.514.514.80.5210.50.671.32322304.714.0963.912.22.11.8814.36.380.654L4x3-1/2x5/1643.50.31250.68757.652.253.531.251.251.172.520.981.060.9230.7210.7570.07820.07982.08---2L6x3-1/2x3/8LLBB63.50.3750.87523.46.8825.76.471.932.021.261.381.522.950.613HSS4x4x1/2440.46521.56.0211.95.971.4111.95.971.417.77.721HSS6.000x0.50065.070.46529.48.0931.210.41.9662.4Sw =Warping statical moment at a point on the cross section (in.^4)W33x20159.233.70.71515.71.1529-5/81.941.18755-1/24.121.86116006861474995.23.5677314720.8198000128580141383WT15x4513.214.80.4710.40.611.2629027.14.694.0457.3112.091.4110.56.350.654L4x3-1/2x1/443.50.250.6256.181.822.891.011.261.142.070.7941.070.8970.7230.7590.04120.04192.08---2L6x3-1/2x5/16LLBB63.50.31250.812519.75.7821.85.451.9421.251.371.52.950.612HSS4x4x3/8440.34917.24.7810.35.131.4710.35.131.476.396.3917.5HSS6.000x0.37565.3020.34922.56.224.88.28249.7Qf =Statical moment for a point in the flange directly above the vertical edge of the web (in.^3)W33x16949.533.80.6711.51.2229-5/81.921.18755-1/22.952.41929054913.731053.92.562984.417.78240093.7329108311WT13.5x269.579.316.31.9715.33.544.3315301284.394.3410601383.6524717406.270.832L4x3x5/8430.625113.63.996.012.281.231.372.851.340.8450.8670.6310.5340.5290.4721.91---2L5x3-1/2x3/4LLBB53.50.751.187539.611.627.88.521.551.741.391.531.682.490.699HSS4x4x5/16440.29114.84.19.144.571.499.144.571.495.595.5915.3HSS6.000x0.31265.4180.291195.2221.37.112.0242.6Qw =Statical moment at the mid-depth of the section (in.^3)W33x15244.833.50.63511.61.0629-5/81.761.1255-1/22.942.74816048713.527347.22.4755973.912.47180093.828693.5276WT13.5x22465.515.711.6514.942.993.687511901024.274.028361123.571469776.110.829L4x3x1/2430.50.87511.13.255.021.871.241.322.41.10.8580.8220.6330.5430.2810.2551.94---2L5x3-1/2x5/8LLBB53.50.6251.062533.59.85247.261.561.691.371.51.652.490.693HSS4x4x1/4440.23312.23.377.83.91.527.83.91.524.694.6912.8HSS6.000x0.28065.4780.26117.14.7119.46.472.0338.8x(bar) =Distance from outside face of web of channel shape to Y-axis (in.)W33x14141.633.30.60511.50.9629-5/81.661.1255-1/22.923.01745044813.424642.72.4351466.99.76430093.325884.8254WT13.5x18454.215.21.3814.72.483.2793981.74.163.7165589.33.4884.55325.960.828L4x3x7/16430.43750.8759.82.874.521.681.251.32.180.9920.8710.8040.6410.5470.1920.1761.96---2L5x3-1/2x1/2LLBB53.50.50.937527.28.0119.95.941.581.651.351.481.622.50.688HSS4x4x3/16440.1749.42.586.213.11.556.213.11.553.673.679.96HSS6.000x0.25065.5340.23315.44.2217.65.862.0435.2eo =Horizontal distance from the outer edge of a channel web to its shear center (in.) = (approx.) tf*(d-tf)^2*(bf-tw/2)^2/(4*Ix)-tw/2W33x13038.333.10.5811.50.85529-5/81.561.1255-1/22.883.36671040613.221837.92.3946759.57.375660092.822875.3230WT13.5x16849.5151.2614.62.283.0783973.44.123.5858780.83.4565.44015.90.829L4x3x3/8430.3750.758.472.493.941.441.261.271.890.8510.8730.7750.6360.5510.1230.1141.97---2L5x3-1/2x3/8LLBB53.50.3750.812520.86.115.54.561.591.61.331.461.592.510.683HSS4x4x1/8440.1166.451.774.42.21.584.42.21.582.562.566.91HSS6.000x0.18865.6520.17411.73.1813.54.512.0627xo =x-coordinate of shear center with respect to the centroid of the section (in.)W33x11834.732.90.5511.50.7429-5/81.441.1255-1/22.843.8759003591318732.62.3241551.35.34820092.219664.9204WT13.5x153.545.214.81.1614.42.092.8875366.44.083.4752772.93.4150.53045.850.828L4x3x5/16430.31250.68757.122.093.361.221.271.251.620.7210.880.750.6380.5540.07310.06761.98---2L5x3-1/2x5/16LLBB53.50.31250.7517.45.1213.23.841.61.571.321.441.582.510.682HSS3.5x3.5x3/83.53.50.34914.64.096.493.711.266.493.711.264.694.6911.2HSS6.000x0.12565.7680.1167.852.149.283.092.0818.6yo =y-coordinate of shear center with respect to the centroid of the section (in.)W30x58117035.391.9716.23.5426-3/44.31251.68755-1/24.340.6233000187013.925303123.86221049253763600012918504021110WT13.5x140.541.414.61.0614.41.932.7267759.94.043.3547766.43.3939.62325.790.83L4x3x1/4430.250.6255.751.692.750.9881.271.221.330.5850.8870.7250.6390.5580.03860.03561.99---2L5x3-1/2x1/4LLBB53.50.250.687514.14.1310.73.11.611.551.311.431.572.520.68HSS3.5x3.5x5/163.53.50.29112.73.525.843.341.295.843.341.294.144.149.89HSS5.563x0.3755.5634.8650.34920.85.7219.57.021.8539ro(bar) =Polar radius of gyration about the shear center (in.) = SQRT(xo^2+yo^2+(Ix+Iy)/A)W30x52615434.761.7916.023.2326-3/441.6255-1/24.290.6729300168013.822302783.819904384055500001261630364993WT13.5x1293814.50.9814.31.772.5661354.74.023.2743060.23.3630.71785.760.829L3-1/2x3-1/2x1/23.53.50.50.87511.13.273.631.481.051.053.631.481.051.050.67910.2810.2381.870.6342L5x3x1/2LLBB530.50.937525.57.5118.95.791.581.741.111.241.392.440.628HSS3.5x3.5x1/43.53.50.23310.52.915.042.881.325.042.881.323.53.58.35HSS5.563x0.2585.5635.0810.24114.64.0314.35.141.8828.6H =Flexural constant, H = 1-(xo^2+yo^2)/ro(bar)^2)W30x47714034.211.6315.8652.9526-3/43.751.56255-1/24.240.7326100153013.719702493.7517903903074800001241450329896WT13.5x117.534.714.30.9114.21.612.45565043.238454.23.3323.41355.730.825L3-1/2x3-1/2x7/163.53.50.43750.81259.822.893.251.321.061.033.251.321.061.030.68110.1920.1641.890.6312L5x3x7/16LLBB530.43750.87522.56.6216.85.121.591.721.11.231.382.450.626HSS3.5x3.5x3/163.53.50.1748.132.244.052.311.354.052.311.352.762.766.56HSS5.563x0.1885.5635.2150.17410.82.9510.73.851.9121.4LLBB =Long legs back-to-back for double anglesW30x43312733.661.515.7252.6826-3/43.43751.55-1/24.20.823200138013.517502223.7116103482314170001221280297805WT13.5x108.53214.20.8314.11.52.2950245.23.963.135249.93.3218.81055.680.829L3-1/2x3-1/2x3/83.53.50.3750.758.512.52.861.151.0712.861.151.0710.68310.1230.1061.90.6342L5x3x3/8LLBB530.3750.812519.55.7314.74.441.61.691.091.221.362.450.624HSS3.5x3.5x1/83.53.50.1165.61.542.91.661.372.91.661.371.931.934.58HSS5.563x0.1345.5635.3130.1257.782.147.92.841.9215.8SLBB =Short legs back-to-back for double anglesW30x39111533.21.3615.62.4426-1/23.231.55-1/24.160.8720700125013.415501983.6714503101733660001201140267721WT13.5x9728.614.10.75141.342.1344440.33.943.0230944.13.2913.574.35.640.826L3-1/2x3-1/2x5/163.53.50.31250.68757.162.12.440.9691.080.9792.440.9691.080.9790.68510.07310.06341.920.6322L5x3x5/16LLBB530.31250.7516.44.8112.53.741.611.671.081.211.352.460.623HSS3x3x3/8330.34912.13.393.782.521.063.782.521.063.253.256.64HSS5.500x0.5005.54.570.46526.77.3623.58.551.7947STD =Standard weight (Schedule 40) pipe sectionW30x35710532.81.2415.52.2426-3/43.031.3755-1/24.120.9518700114013.313901793.6413202791343250001181020244654WT13.5x8926.213.90.72514.11.191.9841438.23.973.0427839.43.251057.75.690.815L3-1/2x3-1/2x1/43.53.50.250.6255.791.720.7871.090.95420.7871.090.9540.68810.03860.03341.930.6322L5x3x1/4LLBB530.250.687513.23.8810.23.031.621.641.071.191.332.460.622HSS3x3x5/16330.29110.52.943.452.31.083.452.31.082.92.95.94HSS5.500x0.3755.54.8020.34920.55.6518.86.841.8337.6XS =Extra strong (Schedule 80) pipe sectionW30x32695.832.41.1415.42.0526-1/22.841.3755-1/24.091.0316800104013.212401623.61190252103286000117919221592WT13.5x80.523.813.80.66141.081.8737234.43.952.9824835.43.237.5342.75.660.814L3-1/2x3x1/23.530.50.87510.33.023.451.451.071.122.321.090.8770.8690.6180.7130.260.1911.75---2L4x3-1/2x1/2LLBB43.50.50.87523.87.0110.63.841.231.241.441.571.722.140.784HSS3x3x1/4330.2338.782.443.022.011.113.022.011.112.482.485.08HSS5.500x0.2585.55.0180.24114.53.9813.85.021.8627.6XXS =Double-extra strong pipe sectionW30x29285.9321.0215.31.8526-1/22.641.31255-1/24.061.131490093013.211001443.58106022375.2250000115812199528WT13.5x7321.613.70.605140.9751.7633631.23.952.9422231.73.25.6231.75.640.811L3-1/2x3x7/163.530.43750.81259.092.673.11.291.081.092.090.9710.8850.8460.620.7170.1780.1321.76---2L4x3-1/2x3/8LLBB43.50.3750.7518.25.358.32.961.251.21.421.551.692.140.778HSS3x3x3/16330.1746.851.892.461.641.142.461.641.141.971.974.03HSS5.000x0.50054.070.46524.16.6217.26.881.6134.4W30x26176.931.60.9315.21.6526-1/22.441.31255-1/24.021.261310082913.19591273.5394319654.1215000114710176468WT13.5x64.518.913.80.61101.11.7323314.133.3992.218.42.215.55245.480.731L3-1/2x3x3/83.530.3750.757.882.322.731.121.091.071.840.8470.8920.8230.6220.720.1140.08581.78---2L4x3-1/2x5/16LLBB43.50.31250.687515.34.57.072.51.251.171.41.531.682.140.775HSS3x3x1/8330.1164.751.31.781.191.171.781.191.171.41.42.84HSS5.000x0.37554.3020.34918.55.113.95.551.6527.7W30x23569.231.30.8315.11.526-1/22.291.255-1/241.3911700748138551143.5184717540.3190000112633159420WT13.5x5716.813.60.5710.10.931.5328928.34.153.4279.315.82.183.6517.55.540.715L3-1/2x3x5/163.530.31250.68756.651.952.330.9511.091.051.580.7180.90.7980.6240.7220.0680.05121.79---2L4x3-1/2x1/4LLBB43.50.250.62512.43.635.782.021.261.141.391.521.662.140.773HSS2.5x2.5x5/162.52.50.2918.42.351.821.460.881.821.460.881.881.883.2HSS5.000x0.31254.4180.29115.64.3124.791.6724W30x21162.230.90.77515.11.3226-1/22.11.18755-1/23.991.561030066512.97571003.4975115528.4166000112556140372WT13.5x511513.50.515100.831.4325825.34.143.3769.613.92.152.6312.65.530.714L3-1/2x3x1/43.530.250.6255.381.581.920.7731.11.021.30.5850.9080.7730.6280.7250.0360.0271.81---2L4x3x5/8LLBB430.625127.17.98124.561.231.371.211.351.52.020.728HSS2.5x2.5x1/42.52.50.2337.081.971.631.30.9081.631.30.9081.631.632.79HSS5.000x0.25854.5180.24113.13.610.24.091.6820.5W30x19156.330.70.71151.1926-1/21.971.18755-1/23.971.72920060012.867389.53.4667513821146000111494125334WT13.5x4713.813.50.499.990.7451.3423923.84.163.416212.42.122.0110.25.570.703L3-1/2x2-1/2x1/23.52.50.50.8759.412.763.241.411.081.21.360.7560.7010.7010.5320.4850.2340.1591.67---2L4x3x1/2LLBB430.50.87522.16.51103.751.241.321.191.321.472.020.721HSS2.5x2.5x3/162.52.50.1745.571.541.351.080.9371.351.080.9371.321.322.25HSS5.000x0.25054.5340.23312.73.499.943.971.6919.9W30x1735130.40.655151.0726-1/21.851.1255-1/23.941.91823054112.759879.83.4260712315.6129000110439112300WT13.5x4212.413.40.469.960.641.2421621.94.183.4852.810.62.071.47.795.630.685L3-1/2x2-1/2x7/163.52.50.43750.8758.32.432.911.261.091.181.230.6770.7110.6820.5350.4910.160.109791.68---2L4x3x3/8LLBB430.3750.7516.94.987.882.891.261.271.171.31.442.030.715HSS2.5x2.5x1/82.52.50.1163.91.070.9980.7990.9650.9980.7990.9650.9470.9471.61HSS5.000x0.18854.6520.1749.672.647.693.081.7115.4W30x14843.530.70.6510.51.1826-1/21.831.1255-1/22.72.48668043612.422743.32.285006814.54940077.323985.5247WT12X18554.4141.5213.72.723.2277974.73.783.5758185.13.271005535.470.837L3-1/2x2-1/2x3/83.52.50.3750.757.232.122.561.091.11.151.090.5890.7160.6550.5350.4950.1030.07141.69---2L4x3x5/16LLBB430.31250.687514.24.196.722.441.271.251.161.291.432.030.712HSS2.25x2.25x1/42.252.250.2336.231.741.131.010.8061.131.010.8061.281.281.96HSS5.000x0.12554.7680.1166.511.785.312.121.7310.6W30x13238.930.30.61510.5126-1/21.651.1255-1/22.682.87577038012.219637.22.2543758.49.724210077.320472.8216WT12x2467214.8251.9714.1153.544.312511301053.964.078371193.4122313405.710.838L3-1/2x2-1/2x5/163.52.50.31250.68756.11.792.20.9251.111.130.9370.5010.7230.6320.5380.50.06110.04261.71---2L4x3x1/4LLBB430.250.62511.53.385.491.981.271.221.151.271.412.030.71HSS2.25x2.25x3/162.252.250.1744.941.370.9530.8470.8350.9530.8470.8351.041.041.6HSS4.500x0.3374.53.870.315154.149.124.051.4818.2W30x12436.530.20.58510.50.9326-1/21.581.1255-1/22.663.09536035512.118134.42.23408547.993870076.918867.5202WT12x20459.514.271.6513.82.993.7587483.13.833.7465995.53.331337485.550.836L3-1/2x2-1/2x1/43.52.50.250.6254.941.451.810.7531.121.10.7750.410.7310.6070.5410.5040.03220.02251.72---2L3-1/2x3x1/2LLBB3.530.50.87520.66.046.912.91.071.121.231.371.521.850.78HSS2.25x2.25x1/82.252.250.1163.470.9560.7120.6330.8630.7120.6330.8630.7550.7551.15HSS4.500x0.2374.54.0580.22110.82.976.823.031.5113.6W30x11634.2300.56510.50.8526-1/21.51.1255-1/22.643.3649303291216431.32.1937849.26.433490076.517161.5187WT12x167.549.213.81.3813.52.482.9868666.33.733.4251375.93.2375.64055.40.837L3x3x1/2330.50.8759.352.752.21.060.8950.9292.21.060.8950.9290.5810.230.1441.590.6352L3-1/2x3x7/16LLBB3.530.43750.812518.25.346.22.581.081.091.221.361.511.850.776HSS2x2x1/4220.2335.381.510.7470.7470.7040.7470.7470.7040.9640.9641.31HSS4.500x0.1884.54.1520.1748.672.365.542.461.5311.1W30x10831.729.80.54510.50.7626-1/21.411.1255-1/22.613.75447029911.914627.92.1534643.94.993080076.115254.8170WT12X15344.913.61.2613.42.282.7861159.43.693.2946068.63.258.43055.340.838L3x3x7/16330.43750.81258.282.431.980.9460.9030.9071.980.9460.9030.9070.5810.1570.11.610.6322L3-1/2x3x3/8LLBB3.530.3750.7515.84.635.452.241.09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Aisc Ej 2013q1 Vol 50-1 - Journal - Aisc Ejc

Aisc Ej 2013q1 Vol 50-1 - Journal - Aisc Ejc

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NS18steeldesign aisc

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Tornillos AISC

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AISC Shapes

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AISC Paper Expansion Joint AISC Paper

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AISC Properties Mm

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AISC EJ 2013Q1 VOL 50-1 - JOURNAL - AISC EJc.pdf

AISC EJ 2013Q1 VOL 50-1 - JOURNAL - AISC EJc.pdf

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Tablas AISC

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