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• • v <br /> LRFD TOOL GROUP REACTION LOADS <br /> LEFT RIGHT <br /> Fx(Ibf) I Fy(Ibf) I Fz(Ibf) IMx(in-Ibf)IMy(in-Ibf)IMz(in-Ibf)I Fx(Ibf) I Fy(Ibf) I Fz(Ibf) IMx(in-Ibf)IMy(in-Ibf)IMz(in-Ibf) <br /> LC51 -39581 -7800 7265 582480 -6245216 120382 -31918 -9039 18171 548049 -5331122 -312426 <br /> LC52 -31948 9107 18120 -580932 -5337821 287936 -39550 7732 7316 -589084 -6242407 -158977 <br /> WMast <br /> Masi <br /> WVerticai Drive <br /> WVerti:al Drive <br /> -it Vt --- Rxfwe <br /> RY1.d <br /> - Wsi+-}---ar.t ox: Rztwd <br /> / Mxn„d <br /> Rxfwd f Inertial Mzf,,d <br /> RYfrd Loads <br /> Rzf,«d <br /> Mxf,vd <br /> Mzi,vd <br /> Z <br /> y <br /> -X Node 543477 <br /> Node 543478 , Fixed Constraint <br /> Fixed Constraint TxTyTz_RxRyRz <br /> TxTyTz_RxRyRz <br /> Figure 3-30 Supporting Structure Base Plate Nodes-Masts Raised <br /> Convert Reactions to Forces, <br /> LRFD ENERCALC COMBINED FOOTING ANALYSIS Ibsto kips,in-Ibf to ft-kips <br /> LEFT RIGHT <br /> Fx(k) I Fy(k) I Fz(k) I Mx(ft-k)I My(ft-k)I Mz(ft-k)I Fx(k) I Fy(k) I Fz(k) I Mx(ft-k)I My(ft-k)I Mz(ft-k) <br /> LC51 39.58 7.80 -7.27 -48.54 520.43 10.03 31.92 9.04 -18.17 -45.67 444.26 2t44 <br /> LC52 31.95 -9.11 -18.12 48.41 444.82 23.99 39.55 -7.73 -7.32 49.09 520.20 13.25 <br /> Vert Ld:DL=0.0,LL=-7.2,ST=0.0 k Vert Ld:DL=0.0,LL=-18.1,ST=0.0 k <br /> Shear:DL=0.0,LL=7.8,ST=0.0 k Shear:DL=0.0,LL=9.0,ST=0.0 k <br /> Moment:DL=0.0 0.8.5,ST=0.0 k-ft Moment:DL=0.0, =-425.6,ST=0.0 k-ft <br /> 47.50 <br /> ,, <br /> • <br /> 2.25 ft 22.50 ft 2.25 ft <br /> 0 0 0 ,-) <br /> 27.00 ft <br /> 0 0 <br /> ,2) g <br />