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<br />11 <br /> <br />I BEAM TO BEAM CONNECTION DETAIL::) I <br />$PAONG SEMEN SCREWS CANNOT Be LESS THAN 2- . <br />GUSSET THICKNESS MUST Be CREATtR OR [DUAL TO WALL THICKNESS <br />BEAMS SHOKH ARC SCALED AS A 2_9 SAl8 <br />OTHER BEAMS ARE SIMILAR <br /> <br /> <br />BEAM TOTAl fASTENERS <br />SIZE BOTH SIDES .0" "b" <br />2M4 5MB 14 eo 110 SMS NA NA <br />2M& 5MB 22 eo 110 SMS NA NA <br />2M7 5MB .30 eo 110 SMS NA NA <br />2M8 5MB .34 eo 110 SMS NA NA <br />2.9 5MB 38 eo 110 SMS NA NA DETAIL @ <br /> <br />BEAM TOTAL fASTENERS <br />SIZE BOTH SIDES <br />2M4 5MB 16 eo 110 SMS <br />2M6 5MB 24 eo 110 SMS <br />2M7 5MB 28 eo 110 SMS <br />2M8 SUB 40 ~ ~'O SI.lS <br />J2 eo 12 SlAS <br />2.9 SUB 40 eo ~'O SMS <br />J2 eo 12 SMS <br /> <br />BEAM TOTAl fASTENERS <br />SIZE 80TH SIDES <br />2M4 5MB 16 eo 110 SUS <br />2M6 5MB 24 eo 110 SMS <br />2.7 5MB 28 .0 110 SMS <br />2M8 5MB 36 eo 1 0 S"S <br />28 eo 12 Sl.4S <br />2_9 5MB 40 ~ ~'0 SI.lS <br />J2 eo 12 SMS <br /> <br /> <br />.0" "b" <br />14. 4" <br />16" 4" <br /> ...X. . . <br />16" "" ...... ....... <br />20" ff' .... ..... <br />20" "" eXTeRIOR GUSseT ~Aft <br />20" ff' <br />20" "" <br /> DEl AIL @ <br />.0" "b" <br />\4. 5" <br />16" 5" <br />2a- 5- <br />20" ff' <br />2(/' ~" <br />2 6" <br />20" :1' <br /> <br />BEAM TOTAL fASTENERS <br />SIZE BOTH SIDES .0- -b. <br />2_4 5MB 16 eo 14- 4- <br />2.6 5MB 24 ~o IS" 4- <br />2_7 5MB <br />2.8 5MB <br />2>>9 SUB <br /> <br /> <br /> <br />BTB' <br /> <br />28 <br /> <br />DETAIL @, <br /> <br />o <br /> <br /> <br />DtTAIL <R> <br />A 4"11.125- fl.ALA~T SAlt <br />INSTeAD (I QJSS{TJ <br />OUT ..,m AN ' <br />TO ACCQ&lOOA TC THe <br /> <br />ALUMINUII STRUCTURI$ JlA$TI~ 'UN <br />NO. @ comrOHf AI., INC. ItN <br /> <br />I: <br />It: <br />It: <br />I~ <br />It. <br />1R: <br />1= <br />-= <br />