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2�9 <br /> V TABLE ALLOWABLE STRESS DESIGN SELECTION ' TABLE � <br /> S ' <br /> For shapes used as beams X <br /> Fy =36 ksi F 50 ksi -- - <br /> y a Depth F'r =36 ksi <br /> L� • Lu MR s F'y' <br /> L� Lu MR , x Shape d L� L„ MR <br /> Ft. Ft. Kip-ft ft. Ft. Kip-#t. In.3 In. Ksi Ft. Ft. Kip-ft. <br /> 6.9 7.8 189 ' q.1 4.7 80 29.0 W 14x22 133/� - 5.3 5.6 58 <br /> 7.5 14.3 184 5.2 8.2 77 27.9 W 1Ox26 103/$ - 6.1 11.4 56 <br /> 10.6 21.5 184 <br /> 1.2 14.5 76 27.5 W 8x31 8 50.0 8.4 20.1 55 <br /> 7.9 11.0 178 3:6 A.6 70 25.4 W 12x22 121/4 - 4.3 6.4 51 <br /> 12.7 27.7 176 <br /> 5.9 12.b 67 24.3 W 8x28 8 - 6.9 17.5 49 <br /> 6.6 7.0 163 5.2 6.8 64 23.2 W 1Ox22 101/a - 6.1 9.4 46 <br /> 7.5 12.1 162 <br /> 6.4 9.4 158 3,6 3.8 59 21.3 W 12x19 121/e - 4.2 5.3 43 <br /> 10.6 24.4 156 � <br /> 8.5 17J 156 <br /> 7.4 11.4 145 2•6 3.4 58 21.1 M 14x18 14 - 3.6 4.0 42 <br /> 10.6 22.0 141 5•8 10.9 57 20.9 W 8x24 7�/8 64.1 6.9 15.2 42 <br /> 8.5 16.0 141 3.6 5.2 52 ' 18.8 W 1Ox19 101/4 - 4.2 7.2 3g <br /> A.7 8.5 50 18.2 W 8x21 81/a - 5.6 11.8 36 <br /> 6.3 8.2 137 <br /> 0.6 31.1 133 2•9 3.fi d7 17.1 W 12x16 12 - 4.1 4.3 34 <br /> 5.4 14.4 46 16J W 6x25 63/e - 6.4 20.0 33 <br /> 7.4 10.2 129 3.6 4.4 A5 16.2 W 1Ox17 101/s - 4.2 6.1 32 <br /> 8.5 19.6 129 k�� 1•1 42 15.2 W 8x18 81/s - 5.5 9.9 30 <br /> 8.4 14.4 125 <br /> 0.6 28.2 lpp 2•5 3.6 41 14.9 W 12x14 11�/a 54.3 3.5 4.2 30 <br /> 8.5 17.7 116 3•6 3.7 38 13.8 W 1Ox15 10 - 4.2 5.0 28 <br /> �5.4 11.8 31 13.4 W 6x2fl 61/4 62.1 6.4 16.4 27 <br /> 6.3 6J 115 �•3 12.5 35 13.0 M 6x20 6 - 6.3 17.4 26 <br /> 7.4 8.8 113 <br /> 7.1 11.5 109 L9 2,6 33 12.0 M 12x11.8 12 - 2J 3.0 24. <br /> 0.6 26.0 109 3.6 5.2 32 11.8 W 8x15 81/e - 4.2 7.2 2�4 <br /> 6.4 16.0 104 Z•B 3.6 30 10.9 W 1Ox12 9�/e 47.5 3.9 4.3 �-22 <br /> B.5 22.8 98 3.6 8.7 28 10.2 W 6x16 61/4 - 4.3 12.0 20 <br /> 4.5 IA.O 28 ' 10.2 W 5x19 51/e - 5.3 19.5 20 <br /> 7.1 10.2 97 3.� 4.3 27 9.91 W 8x13 8 - 4.2 5.9 20 <br /> 5.4" 8.7 25 9.12 W 6x15 6 31.8 6.3 12.0 19 <br /> i.g 7,1 gq 4.5 13.9 26 ' 9.63 M 5x18.9 5 - 5.3 19.3 19 <br />>.9 12.6 91 4.5 12'A 23 8.51 W 5x16 5 - 5.3 16J 17 <br /> 3.4 19.8 84 <br /> 3A 3.7 -21 7.81 W Sx10 7�/s 45.8 4.2 4J 16 <br />'.1 8.7 $q <br /> 1.9 2.3 21 7J6 M lOx 9 10 - 2.6 2J 16 <br />�.9 10.8 77 3.6 ' b.2 2Q 7.31 W 6x12 6 - 4.2 8.6 15 i <br /> .6 6.0 77 3.5 4.8 15 5.56 W 6x 9 5�/a 50.3 4.2 6J 11 i <br /> 3.6 12.2 15 5.46 W 4x13 41/e - 4.3 15.6 11 <br />.3 7.0 71 3.5 12.? 14 5.24 M 4x13 4 - 4.2 16.9 10 <br />.4 16.5 70 <br /> 1.8 2.0 13 4.62 M 8x 6.5 8 - 2.4 2.5 9 <br />.9 9.4 67 <br />.1 13.1 65 1•7 1�8 � ' 2•4U M 6x 4.4 6 - 1.9 2.4 5 <br />.5 22.6 62 <br /> AMERICAN INSTITUTE OF STEEL CONSTRUCTION <br />