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TABLE 10.2 Safe Factored Loads for Selected 50-ksi-Yield-Stress W Shapes 12 14 24 97 28 34 9 81 1224 1114 1007 191 W 14x 176 W 14x 145 W 14x 120 zo01 8601 9611 L6ZI 66EI 00SI Z00I 00LI 961 735 016 9981 46150 に に 9 9て EL6 SEL 768 999 £99 484 1876 1841 1798 1746 1687 1621 1549 1473 1393 1310 1226 1141 88SI 1546 1514 1473 1425 1370 1310 1245 1175 0901 006 66I Z18 6001 0011 955 19'1 2.44 LO8 LES 188 865 091 131 772 L69 512 544 28X I M 89 xI M 896 756 911 844 164 187 242 EEI 115 2.44 211 185 611 W 14x 53 LOE 9EE XZI M 1.85 EE9 584 465 88 SEE 981 4446 S191 9181 E07 Ov 79 9897 7167 DEIE 6DEE DSSE 9LE 076E ELOD DOZD 1440 1293 1167 781 L16 9101 EELI NZI tEpI 2091 68LI LL61 1912 6SEZ Ossz PELZ 116 LLO6 LZZE 1966 S9SE 9896 ISLI E161 IEZZ Z8EZ EZsz z59z 89LZ $98z 6Z 90E 1991 1434 1283 1136 1007 低×ZI M 1.75 061 XZI M 868 908 2512 2423 2356 2273 2175 2066 1945 1818 1686 1530 1415 1280 1149 1024 2012 E06 L69 66L 8E61 1883 1814 1733 1642 1544 1439 1330 1219 1528 1483 L19 69 418 W 12x 152 494 0001 6011 69 684 209 98 192 Þ68 209 69 413 1426 1361 1286 1206 1121 1033 958 96 xZI M 1.75 CI XZI M 918 SES 234 212 781 453 723 99 354 100 544 6XZI M 2.11 9LE 191 1044 ZE6 592 LOE 11 099 OET ES XZI M 679 966 1279 1199 1111 1018 115 001 412 312 697 234 961 19 065 W 10x 112 W 10x 88 IZE 244 1.74 1103 1058 9911 006 06 712 195 89 364 1.73 485 274 1001 OLL 182 799 615 791 112 209 IET D18 812 OS8 18 89 x0I M 141 1.71 2.15 2.16 85 x8M 1.74 909 195 W 10x 45 W 10x 33 211 866 LE OLL 905 365 411 801 252 214 417 LLI 143 295 001 85 EL ISI 26 611 355 232 SLI 113 IET 115 909 545 60 90L 199 321 161 121 99 212 112 IEX8M 1.72 LIE 212 59 61€ 275 246 144 て 66 68 Banding Factor (m) 1.4 E'I 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 6'1 8'I L'I 9'1 Source: Devdopad fom data in the Steel CON wction Manwal (Ref. 5), with permission of the publisha, American Ins titute of Steel Construction. Factored nomiral strength of columns in kips.

TABLE 10.2 Safe Factored Loads for Selected 50-ksi-Yield-Stress W Shapes 12 14 24 97 28 34 9 81 1224 1114 1007 191 W 14x 176 W 14x 145 W 14x 120 zo01 8601 9611 L6ZI 66EI 00SI Z00I 00LI 961 735 016 9981 46150 に に 9 9て EL6 SEL 768 999 £99 484 1876 1841 1798 1746 1687 1621 1549 1473 1393 1310 1226 1141 88SI 1546 1514 1473 1425 1370 1310 1245 1175 0901 006 66I Z18 6001 0011 955 19'1 2.44 LO8 LES 188 865 091 131 772 L69 512 544 28X I M 89 xI M 896 756 911 844 164 187 242 EEI 115 2.44 211 185 611 W 14x 53 LOE 9EE XZI M 1.85 EE9 584 465 88 SEE 981 4446 S191 9181 E07 Ov 79 9897 7167 DEIE 6DEE DSSE 9LE 076E ELOD DOZD 1440 1293 1167 781 L16 9101 EELI NZI tEpI 2091 68LI LL61 1912 6SEZ Ossz PELZ 116 LLO6 LZZE 1966 S9SE 9896 ISLI E161 IEZZ Z8EZ EZsz z59z 89LZ $98z 6Z 90E 1991 1434 1283 1136 1007 低×ZI M 1.75 061 XZI M 868 908 2512 2423 2356 2273 2175 2066 1945 1818 1686 1530 1415 1280 1149 1024 2012 E06 L69 66L 8E61 1883 1814 1733 1642 1544 1439 1330 1219 1528 1483 L19 69 418 W 12x 152 494 0001 6011 69 684 209 98 192 Þ68 209 69 413 1426 1361 1286 1206 1121 1033 958 96 xZI M 1.75 CI XZI M 918 SES 234 212 781 453 723 99 354 100 544 6XZI M 2.11 9LE 191 1044 ZE6 592 LOE 11 099 OET ES XZI M 679 966 1279 1199 1111 1018 115 001 412 312 697 234 961 19 065 W 10x 112 W 10x 88 IZE 244 1.74 1103 1058 9911 006 06 712 195 89 364 1.73 485 274 1001 OLL 182 799 615 791 112 209 IET D18 812 OS8 18 89 x0I M 141 1.71 2.15 2.16 85 x8M 1.74 909 195 W 10x 45 W 10x 33 211 866 LE OLL 905 365 411 801 252 214 417 LLI 143 295 001 85 EL ISI 26 611 355 232 SLI 113 IET 115 909 545 60 90L 199 321 161 121 99 212 112 IEX8M 1.72 LIE 212 59 61€ 275 246 144 て 66 68 Banding Factor (m) 1.4 E'I 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 6'1 8'I L'I 9'1 Source: Devdopad fom data in the Steel CON wction Manwal (Ref. 5), with permission of the publisha, American Ins titute of Steel Construction. Factored nomiral strength of columns in kips.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Using Table 10.2, select an A992 steel column section
for an axial load of 100 kips dead load and 150 kips live load if the
unbraced height is 24 ft about the x axis and the unbraced height is
8 ft about the y axis. The end conditions are pinned at top and bottom
for both axes.

TABLE 10.2 Safe Factored Loads for Selected 50-ksi-Yield-Stress W Shapes 12 14 24 97 28 34 9 81 1224 1114 1007 191 W 14x 176 W 14x 145 W 14x 120 zo01 8601 9611 L6ZI 66EI 00SI Z00I 00LI 961 735 016 9981 46150 に に 9 9て EL6 SEL 768 999 £99 484 1876 1841 1798 1746 1687 1621 1549 1473 1393 1310 1226 1141 88SI 1546 1514 1473 1425 1370 1310 1245 1175 0901 006 66I Z18 6001 0011 955 19'1 2.44 LO8 LES 188 865 091 131 772 L69 512 544 28X I M 89 xI M 896 756 911 844 164 187 242 EEI 115 2.44 211 185 611 W 14x 53 LOE 9EE XZI M 1.85 EE9 584 465 88 SEE 981 4446 S191 9181 E07 Ov 79 9897 7167 DEIE 6DEE DSSE 9LE 076E ELOD DOZD 1440 1293 1167 781 L16 9101 EELI NZI tEpI 2091 68LI LL61 1912 6SEZ Ossz PELZ 116 LLO6 LZZE 1966 S9SE 9896 ISLI E161 IEZZ Z8EZ EZsz z59z 89LZ $98z 6Z 90E 1991 1434 1283 1136 1007 低×ZI M 1.75 061 XZI M 868 908 2512 2423 2356 2273 2175 2066 1945 1818 1686 1530 1415 1280 1149 1024 2012 E06 L69 66L 8E61 1883 1814 1733 1642 1544 1439 1330 1219 1528 1483 L19 69 418 W 12x 152 494 0001 6011 69 684 209 98 192 Þ68 209 69 413 1426 1361 1286 1206 1121 1033 958 96 xZI M 1.75 CI XZI M 918 SES 234 212 781 453 723 99 354 100 544 6XZI M 2.11 9LE 191 1044 ZE6 592 LOE 11 099 OET ES XZI M 679 966 1279 1199 1111 1018 115 001 412 312 697 234 961 19 065 W 10x 112 W 10x 88 IZE 244 1.74 1103 1058 9911 006 06 712 195 89 364 1.73 485 274 1001 OLL 182 799 615 791 112 209 IET D18 812 OS8 18 89 x0I M 141 1.71 2.15 2.16 85 x8M 1.74 909 195 W 10x 45 W 10x 33 211 866 LE OLL 905 365 411 801 252 214 417 LLI 143 295 001 85 EL ISI 26 611 355 232 SLI 113 IET 115 909 545 60 90L 199 321 161 121 99 212 112 IEX8M 1.72 LIE 212 59 61€ 275 246 144 て 66 68 Banding Factor (m) 1.4 E'I 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 6'1 8'I L'I 9'1 Source: Devdopad fom data in the Steel CON wction Manwal (Ref. 5), with permission of the publisha, American Ins titute of Steel Construction. Factored nomiral strength of columns in kips.
Transcribed Image Text:TABLE 10.2 Safe Factored Loads for Selected 50-ksi-Yield-Stress W Shapes 12 14 24 97 28 34 9 81 1224 1114 1007 191 W 14x 176 W 14x 145 W 14x 120 zo01 8601 9611 L6ZI 66EI 00SI Z00I 00LI 961 735 016 9981 46150 に に 9 9て EL6 SEL 768 999 £99 484 1876 1841 1798 1746 1687 1621 1549 1473 1393 1310 1226 1141 88SI 1546 1514 1473 1425 1370 1310 1245 1175 0901 006 66I Z18 6001 0011 955 19'1 2.44 LO8 LES 188 865 091 131 772 L69 512 544 28X I M 89 xI M 896 756 911 844 164 187 242 EEI 115 2.44 211 185 611 W 14x 53 LOE 9EE XZI M 1.85 EE9 584 465 88 SEE 981 4446 S191 9181 E07 Ov 79 9897 7167 DEIE 6DEE DSSE 9LE 076E ELOD DOZD 1440 1293 1167 781 L16 9101 EELI NZI tEpI 2091 68LI LL61 1912 6SEZ Ossz PELZ 116 LLO6 LZZE 1966 S9SE 9896 ISLI E161 IEZZ Z8EZ EZsz z59z 89LZ $98z 6Z 90E 1991 1434 1283 1136 1007 低×ZI M 1.75 061 XZI M 868 908 2512 2423 2356 2273 2175 2066 1945 1818 1686 1530 1415 1280 1149 1024 2012 E06 L69 66L 8E61 1883 1814 1733 1642 1544 1439 1330 1219 1528 1483 L19 69 418 W 12x 152 494 0001 6011 69 684 209 98 192 Þ68 209 69 413 1426 1361 1286 1206 1121 1033 958 96 xZI M 1.75 CI XZI M 918 SES 234 212 781 453 723 99 354 100 544 6XZI M 2.11 9LE 191 1044 ZE6 592 LOE 11 099 OET ES XZI M 679 966 1279 1199 1111 1018 115 001 412 312 697 234 961 19 065 W 10x 112 W 10x 88 IZE 244 1.74 1103 1058 9911 006 06 712 195 89 364 1.73 485 274 1001 OLL 182 799 615 791 112 209 IET D18 812 OS8 18 89 x0I M 141 1.71 2.15 2.16 85 x8M 1.74 909 195 W 10x 45 W 10x 33 211 866 LE OLL 905 365 411 801 252 214 417 LLI 143 295 001 85 EL ISI 26 611 355 232 SLI 113 IET 115 909 545 60 90L 199 321 161 121 99 212 112 IEX8M 1.72 LIE 212 59 61€ 275 246 144 て 66 68 Banding Factor (m) 1.4 E'I 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 6'1 8'I L'I 9'1 Source: Devdopad fom data in the Steel CON wction Manwal (Ref. 5), with permission of the publisha, American Ins titute of Steel Construction. Factored nomiral strength of columns in kips.
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