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I <br /> IDF Column & DF Sill Plate Capacity TABLE <br /> IBC 2015, NDS 2015 <br /> I <br /> 6 7 8 9 10 11 12 13 14 15 16 <br /> I (2)2x4 DF stud 5,781 4,680 3,786 3,092 2,559 2,146 1,823 1,565 1,358 1,188 1,048 <br /> PSILL <br /> (3)2x4 DF Stud 10,202 8,671 7,239 6,029 5,050 4,270 3,645 3,143 2,734 2,398 2,119 <br /> I Pm" - - - - - - - - - - - <br /> (4)2x4 DF Sud 13,603 11,561 9,652 8,039 6,734 5,693 4,860 4,190 3,645 3,197 2,825 <br /> Pslu.. 13,125 - - - - - - - - <br /> I (2)3x4 OF Stud 11,336 9,634 8,043 6,699 5,612 4,744 4,050 3,492 3,038 2,664 2,354 <br /> PSILL <br /> (3)3x4 OF Stud 17,004 14,452 12,065 10,048 8,417 7,116 6,076 5,238 4,556 3,996 3,531 <br /> PsILL 16,406 - - - - - - <br /> (2)2x6 DF Stud 8,908 7,263 5,899 4,830 4,003 3,361 2,856 2,454 2,129 1,864 1,645 <br /> I (3)2x6 DF Stud 18,111 16,739 15,105 13,362 11,677 10,160 8,848 7,734 6,796 6,005 5,337 <br /> PSILL 16,758 <br /> (4)2x6 DF Stud 25,659 24,573 23,202 21,559 19,722 17,815 15,964 14,252 12,718 11,367 10,190 <br /> IPSILL 20,625 20,625 20,625 20,625 - - - - - <br /> 4x6 HF#2 14,409 11,327 9,009 7,286 5,993 5,006 4,239 3,633 3,147 2,751 2,425 <br /> 12,852 <br /> 4x8 HFF#2#2 18,744 14,808 11,809 9,566 7,876 6,583 5,577 4,782 4,142 3,622 3,193 <br /> PsSL.L. 15,859 <br /> 4x10 HF#2 23,562 18,717 14,972 12,150 10,015 8,377 7,101 6,090 5,277 4,615 4,069 <br /> IPSILL 20,234 - - - - - - - - - - <br /> 6x6 DF#2 19,595 18,889 17,995 16,908 15,659 14,315 12,960 11,665 10,475 9,407 8,463 <br /> I PSILL - - - - - - - - - <br /> 6x8 DF#2 25,830 24,899 23,721 22,288 20,642 18,870 17,083 15,377 13,808 12,400 11,156 <br /> PsILL 24,922 - - - - <br /> 6x10 DF#2 28,621 27,790 26,739 25,450 23,929 22,224 20,420 18,614 16,885 15,285 13,835 <br /> IPSILL - - - - - - - - -tip - - <br /> I <br /> Description By DTR Date 01/07/20 <br /> Ia Wood Column Capacity Table Checked DateENGINEERING Scale <br /> Sheet N- <br /> 250 4th Ave.South Project Rockefeller Job No, 1.04 <br /> Suite 200 20460.10 <br /> I <br /> 1 1.05 <br /> I <br />