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1/14/2004 fr•�.; DesCalc. out ,,��, • Page 9 � ;. ' _____________�__________________________________________________________------- ------- R1114� Reactions, Anchor Bolts, & Base Plates 1/14/04 3 :33pm ----- ----- ---= Foundation Loads (k) ---- --------- ----------------- , Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Line � Line Id Horiz Vert Id Horiz Vert No. Diam Width Len Thick ----- ----- -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- ; 1 D 1 0 . 0 1 . 6 6 0 . 0 -1. 1 2 0 . 750 5 . 00 6 . 50 0 .250 1 C 7 1 . 9 -1 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 1 0 . 0 4 .4 6 1 . 9 -2 . 8 1 B 7 1 . 9 -2 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 1 0 . 0 4 .4 7 ' 1. 9 -2 . 8 1 A 1 0 . 0 1 . 6 7 0 . 0 -1 . 1 2 0 . 750 5 . 00 6.50 0 .250 7 A 1 0 . 0 1 . 6 6 0 . 0 -l . l 2 0 . 750 5 . 00 6 .50 0 .250 7 B 7 1 . 9 -1 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 1 0 . 0 4 .4 6 1 . 9 -2 . 8 7 C 7 1 . 9 -2 . 8 8 -1 . 8 -2 . 8 2 0 . 750 5 . 00 6 . 50 0 .250 � 1 0 . 0 4 .4 7 1 . 9 -2 . 8 7 D 1 0 . 0 1 . 6 7 0 . 0 -l . l 2 0 . 750 5 . 00 6 .50 0 .250 *2 D 1 3 . 5 11 . 6 2 -4 .2 -4 . 1 4 0 . 750 5 . 00 11 . 00 0 .500 3 0 . 7 -7 . 5 *2 A 4 4 .2 -4 . 1 1 -3 . 5 11 . 6 4 0 . 750 5 . 00 11 . 00 0 .500 1 -3 . 5 11 . 6 5 -0 . 7 -7 . 5 ---- -------- ---------------------------------------------------------------- *2 Frame Li �es : 2 3 4 5 6 Load Load Ic�. Combi ation � -- -----�------------------------ r DL+CO I LL k 0 . 60D �+WL2 3 0 . 60D �+LnWndL � 0 . 60D +WR2 . � 0 . 60D �+LnWndR �6° 0 . 60D �+WL1+WS "/� 0 . 60D �+WRl+WS 8 0 . 60D �+WP BRAC NG/PANEL SHEAR REACTIONS : -------Bracing (k ) -------- Panel --- all-- Qol ----Wind---- --Seismic--- Shear Loc Line �ine Horz Vert Horz Vert (lb/ft)