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RI C3I D FRAME COPJNECTI ON DESI C3N <br /> BY � Sheet F- h <br /> D�te ! 0 Cust @OE1NG Job N 4�, <br /> E� � OWRBLE BOLT TENSION <br /> Based on plate tAfckn�ts of .3 i�. <42 ksl) witA stiffener ■ 12.OB k/bolt <br /> Based on piate thlcKness of .S in. <42 ksl) w/o stf4fener � d.04 k/bolt � <br /> i <br /> •�M USE� .3 in. thlck boltinq plates tFY � 42 ksi ) I' <br /> witA 3/4 in. ASTM <A32S-N) hiph strenqth bolts <br /> IWEE COMIECTION <br /> Bolt Pl�te lenpth � 13 fn. <br /> Actu�l Dead � Livt manent � 197 in-K <br /> Actual Dead + Wind manent � 140 in-K <br /> A11ow mament � 410 lo-K (DL+LL) w/ 2 rows of botts w/0 stiflener <br /> _ Allaw moment � 208 fn-K (DL+WL) w/ 1 rows of bolts w/0 stiff�ner !I <br /> � <br /> COLIM� BASE PLATE I <br /> Vertical 1o�d � �060 lbs <br /> � <br /> «.• USE� BASE PLATE 6 x 9 x .375 ,Fy e 42 Ksl <br /> Allowable thicknecs = 1 x SOR(7.06 / (6z9>/.25/42) _ .112 fn• <br />