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BASE CONNECTIONS: <br /> Anchor Bolts: <br /> Mu= 326016 in-Ib =16980'1.6'12 <br /> Vu= 1844 Ib =1695'1.6'0.68 <br /> Use anchor bolts s ecified on the next a e <br /> Base Weld: <br /> Rectangular Weld <br /> Vy= 1153 Ib <br /> Mx= 16980 ft-Ib <br /> Torsion= 0 ft-Ib <br /> Vro�sioi,= 0 Ib <br /> Weld size,w= 0.1875 in = 3l16"weld <br /> Effective Throat,E= 0.13 in =0.707"0.1875" <br /> Width,b1 = 8 in Width of hss member <br /> Depth,d1= 8 in Depth of hss member <br /> Outer wldth of weld= 8.26 in =8"+(2*0.13") <br /> Outer depth of weld= 8.26 in =8"+(Z*0.13") <br /> Atotal= 4.23 inz =8.26"8.26-8*8 <br /> AY= 2.08 i�2 <br /> Ix= 47.12 in4 <br /> Sx= 11.41 in3 <br /> fbc= 2.08 i�Z <br /> ly= 46.27 i�4 <br /> Sy= 11.20 i�3 <br /> F= 21000 psi <br /> Vcy= 43680 Ib =21000'2.08 <br /> Mcx= 19968 ft-Ib =21000"11.41/12 <br /> Vcx= 43680 Ib =21000*2.08 <br /> Mcy= 19600 ft-Ib =21000`11.2/12 <br /> Capacity= 0.88 <1.00 OK <br /> Use 0.1875"fillet weld <br /> Base Plate Check: <br /> M= 16980 ft-Ib <br /> No.of tension bolts= 2 <br /> dist.btwn.bolts= 12 in <br /> T= 8490 Ib per bolt=16980/(12"/12)/(2 bolts) <br /> arm= 2.8 in <br /> t= 1.25 in <br /> b= 17 in <br /> Moment= 24D13 in-Ib=8490'2.82842712474619 <br /> Z= 6.64 in^3=1.25^2'17/4 <br /> Mc= 143138 in-Ib <br /> 24013 <143138 OK <br /> Use 1.25"thick late <br /> 9570 SW Barbur Blvd Project Name Pylon Sign Project# 161075 <br /> Suite One Hundred <br /> � Portland,OR 97219 <br /> _ Location 3102 Rucker Avenue, Everett, Washington <br /> M I L L E R Client Ramsay Signs <br /> Phone 503.246.1250 <br /> C O N S U LT I N G Fax 503.246.1395 B�S 8/24/16 2 of 3 <br /> www.miller-se.com BY Ck'd Date Page <br /> ENGINEERS <br /> % , <br />