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A B eginners Guide to the Steel Construction Manual last modified: 10 Aug Example 7.1 by: TB !oad "ead#" 1 $!% 1& ft !i'e# ! 1(& $!y ) ft Sno* # S 2 Solution: Solution Summary: +s#e, !-." AS" +art Section Steel /is /is a 310415 A552 1 17(66 127(17 b SS10464182 A&00 Gr B# -ect SS 901(2 92)(2& c SS7(&0040(&00 A&00 Gr B# -nd SS 21&(69 299(2 ASCE 7 Load Combinations: !oad "ead#" 1 22(2; !i'e# ! 1(& 99(9; Sno* # S 2 66(6; The controlling load case is !-." !C<9c The controlling load case is AS" Comosite load factor for !-.": 1(91 Comosite load factor for AS": part (a) 310415 &0 si A552 =rient column so that t he strong a%is is associ ated *ith the largest $ Chec !ocal Bucling Criteria: SCM T able B6(1 Case Coeff( -atio Actual !imit Act8!imit 9 0(&) bf82tf &(05 19(65 0(977 >ot Slender 10 1(65 h8t* 9&(6 9&( 0(57 >ot Slender +art of + s#e, +art of + s#e, + s#e, + s#e, + s#e, + u ? + s#e, . y Given: T he fol lo*i ng members are be ing c onside red fo r use a s a co ncentr ical ly lo aded co lumn( The c lengths# $!# of 1& ft in one direct ion and ) ft in the orthogonal direction( The load consists of 1 art "e !oad and 1(& art Sno* !oad( a 310%15 b -ectangular SS 10%6%182 c -ound SS 7(&%0(&00 Wanted: "etermine the caac ity of e ach secti on f or e ach condit ion( Consi der both AS" an d !- ."# e% comarable terms(