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TYP. GIRT <br />1� SEF' 8` 11:37:40 <br />LATEkALLY UNRf�ACEi� AEAMS <br />+�KMOMENTS A kEACTI0N5 HAVE BEEN REDUCED 25X 'PUE TO YINP OF SEISMIC FORCES�• <br />WEIGHT/FT. -Y- � .041 KLF <br />BEAM LENGTH -L- = 20.000 FT <br />LEFT CANTILEVER -A- � .000 FT <br />CENTEF SFAN -R- = 20.000 FT <br />FIGHT CANTIIEVE� -C- = 0.000 FT <br />REACTION AT LEFT SUFPORT = .440 K <br />REACTION AT RIGHT SUFPORT = .�40 k <br />NEGATIVE SHEAF-IEFT = .000 K <br />FOSITIVE SHEAR-LEFT = .440 K <br />NEGATIVE SHEAR-FIGHT = .�40 K <br />FOSITIVE SHEAF-RIGHT = 0.000 K <br />IIOMENT(1> = -.000 Y, FT. <br />MOMENT(2) = 0.000 F: FT. <br />MOMENT(M) = 2.200 K FT. <br />TFY AB.gZlb <br />SECTION MOPULUS = 2.242 in. cubed <br />ACTUAL RENOING STRESS = 11.775 KSI <br />KK�K�iFK�K1fKiE1Fi(FK1t1Ei( KiFK1fK�[K�R�iE#'K�if K�KIf�K�K�K�K�#iEK�i(K�kK�K�K�#`K�IEiF1fK� <br />■+�MOMENTS R REACTIONS HAVE PEEN RE�UCEP 25X 'DUE TO WIND 0.�. SEISMIC FOFCES�+� <br />CALCULATE AXIAL STRESS <br />TFY A8.`Z36 <br />GROSS AFEA -A- _ .907 Sa. in. <br />HEIGHT OF COLUMN -L- = 20.000 ft. <br />HEIGHT FOF Y-AXIS -Ly-= 1.000 ft. <br />RRC�IUS OF GYFATION-X -r:;- = 3.312 i�. <br />FAUIUS �F GYRATIDN-Y -r•y- = 1.313 in. <br />ACTUAL AXIA� LOAC� _ .000 Y.ips <br />EFFECTIVE LENGTH FACT.-Kx= 1.000 <br />EFFECTIVE LENGTH FACT.-Ky= 1.000 <br />COLUMN SLENDERNESS FATIO = 107.918 <br />ACTUAL SLENPEFNESS RATIO = 72.464 <br />THE FACTOF OF 5AFETY IS = 1.881 <br />ALLOWABLE AXIAL LOAD -P- = 12.075 Y.i��s <br />ACTUAL AXIAL STRESS -fa- _ .000 V.si <br />ALLOWAPLE AXIAL STRESS-Fd = 1:�.:1ti ksi ('3.6.1-^c) <br />RATIO OF AXIAL STFESSES IS= .000 <br />■*x�c*�c��rzx�x�cx�cx��crx�c*���x��c+r�c�c�c��r�tx�a�*x�c�rrxxx�er�c�r <br />+�*MOMENTS t FEACTIONS HAVE BEEN REDUCED 25X 'DUE TO WIND Ofi SEISMIC FOFCES�+� <br />CA�CULATE ALLOWARLE PENPING STRESS <br />TRY A8.SZ16 <br />YIELD STRESS (Fy) = 50.000 <br />HENDING COEFFICIENT (Cb) = 1.000 <br />ACTUAL UN9FACE0 LENGTHfLb)= 1.000 Ft <br />RECIF'FICAL (Syc/�1Iyc) = .338 <br />MODULUS OF ELASTICITY (E) = 29g00.000 Y.si <br />TOTAL VEFTICAL SHEAk tV) = .440 lbs <br />ACTUAL VEFTICAL SHEAR (fv)= .894 Y.si <br />MAX AVEFAGE SHEAF STRESS = 4.270 Y.si (3.4.1-21 <br />ALLOW-PENDING STRESS (KSI>= 21.090 (2.3.1-1) <br />xxxx�cx�c��c�cac�cxx�c�c��cx�cx��*x�*�c*�cxw�c+c�cx�c�c�cxx�c�c�x**x*�c <br />THE RATIO OF AXIAL STRESSES (fa/Fa) IS: .000 <br />THE kATIO OF RENDING STRESSES ffb/Ft�) IS: ."8 <br />THE kATIO OF STARILITY (fa/Fa+ft+/Fb) IS: .558 <br />TNE FATIU OF WER SHEAfi STRESS (fv/Fv) IS: .209 <br />