D.Q. No. J007 DATE12/77/2001 PAGE 1 OF 2PROJECT DEEPEE DESN BY DP CHK BY MDPTITLE DESIGN OF HAUNCH CONNECTIONS REV NO 0 REV DT 1/0!/201LOCATION DETAIL " BUILDGADESIGN FORCES #$LOAD CASE A%IAL FORCE &P' MOMENT &M' SHEAR &Q' &KN' &KN$M' &KN'DL(LL )) 220 20MATERIAL CONSTANT #$ BOLT DETAIL #$Y*+,- S./+01.2 o3 Bo,. = 455.7 H67082 D+9.2 = 00 ::Y*+,- S./+01.2 o3 P,6.+ = 455.7 P*.82 o3 .2+ Bo,. = 100 ::Yo701;< Mo-7,7< o3 S.++, = 2.00E(0 G671+ o3 .2+ Bo,. = 100 ::00 2500500400 25 T2=.B6 M2?T?00 ( 2?T?&500/00'?500 ( 2?T?&400/00'?400 ( 2?T?&200/00'?200 ( 2?T?&100/00'?100 > 220000000= 220000000 ? 002?&00@2 ( 500@2 ( 400@2 ( 200@2 ( 100@2'T+0 100000.0 N> 100.0 =NT+0 P/0= ))/12= !.4 =NTo.6, :o:+0. " +?./+:+ Ao,. T => 100 ( !.4> 10!.4 =N B 125.)4 =NC H+08+ 1.D7 =N B 4.05 =NC H+08+ 10!.4 ? 1000 ? D0> D5)!000 N$:: )0A,,oE6A,+ B+0-*01 S./+ 12000000= 12000000 ? 5002?&500@2 ( 400@2 ( 200@2 ( 10@2 ( D0@2'T+0 7)0!!.) N> 7).1 =NT+0 P/0= !/12= 7.1 =NTo.6, :o:+0. " +?./+:+ Ao,. T => 7).1 ( 7.1> !D.2 =N B 125.)4 =NC H+08+ .7 =N B 4.05 =NC H+08+ !D.2 ? 1000 ? D0> 172000 N$:: )0A,,oE6A,+ B+0-*01 S./+