Laserfiche WebLink
� STRUo G RR 4��E�p�N o OL�OC��CONSU�TAN�S���N G. <br /> PROJEGT: CREO EXTERIOR,MERRILL CREEK PARICWAT, EVEfc'ETT,WA SHEET: 3 OF 3 <br /> PROJ. �0.: 1220-41 DESIGNER: DH DATE: 10-79-08 <br /> GLIENT: CREO INDUSTRIAL ARTS <br /> Creo Exterior <br /> X , Bearing Pseasure <br /> Maximum Bearing .881 ksi <br /> _-_-_ -____ _. Max/Allowable Ratio .504 AISC EQ.3(W) <br /> i, (ABIF = 1.000) <br /> • • i <br /> 1 2 ' 881 <br /> , c �(ksi) <br /> I �-� <br /> z o o. <br /> � � <br /> . . <br /> 4 3 <br /> -- _ _ � <br /> t__ .__._ _ Base Plate Stress <br /> l0 in Maximum Stress 7.4�4 ksi <br /> Max/Allowable Ratio .618 AISC EQ.3(W) <br /> Plain Base Plate Connection (ASIF = 1.000) <br /> Base Plate Thickness : .5 in <br /> Base Plate Fy : 16. ksi 7.414 <br /> Bearing Surface Fp : 1.75 ksi �(ksi) <br /> Anchor Bolt Diameter : .374 in 0 <br /> Anchor Bolt Material : A307 <br /> Anchor Bolt Fu : 60. ksi <br /> Column Shape : TU3X3X4 <br /> Design Code : AISC ASD <br /> Anchor Bolts <br /> Bolt X in Z in Tens. k Vx k Vz k Ft ksi Fv ksi Uni Combination <br /> 1 3.5 3.5 .556 .03 .069 20. 10. .253 AISC EQ.3 W <br /> 2 3.5 -3.5 .788 .03 -.069 20. 10. .358 AISC EQ.3 W <br /> 3 -3.5 -3.5 .556 .03 -.069 20. 10. .253 AISC EQ.3 W <br /> 4 -3.5 3.5 .788 .03 .069 20. 10. .358 AISC EQ.3 W <br /> Loads <br /> P (k) Vx (k) Vz (k) Mx (k-ft) . __ Mz (k-ft) Reverse <br /> - - - - -� - -� <br /> DL I -.121 i ---- �- - N°- _ ; <br /> _ . - - - - <br /> WL � { ; 277 _ _ _i -.485 � -.212 L_ Yes I <br /> � <br /> � <br />