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' ' '. P� 8 COLUMN <br />1: SEF' 8` 11=34s07 <br />LATERALLY UNPRACED BEAMS <br />�rhOMENTS S F[ACTIONS HAVE BEEN REPUCEP 25X 'DUE TO W:ND OR SEISMIC FOFCES+�■ <br />YEIGHT/FT. -W- _ .129 KI.F <br />BEAM LENGTH -L- = 11.5q; FT <br />LEFT CANTILEVER -A- _ .000 FT <br />CENTEF SFAN -R- = 11.583 FT <br />RIGHT CANTILEVEF -C- = 0.000 FT <br />REACTION AT LEFT SUPPORT = .747 K <br />REACTION AT RIGHT SUPPORT = .747 K <br />NEGATIVE SHEAR-LEFT = .000 K <br />POSITIVE SHEAF-LEFT = .747 K <br />NEGATIVE SHEAF-RI3HT = .747 k <br />POSITIVE SNEAR-RIGHT = 0.000 K <br />MOMENT(1) _ -.000 K FT. <br />MONENT(�> = 0.000 K FT. <br />MOMENT(M) _ �.16:� K FT. <br />TFY A8.SI16 <br />SECTION MO�ULUS = 4.484 in. cubed <br />ACTUAL REN6ING STFESS = 5.790 KSI <br />IF%%K�if iF IE K K� k�K� If�1f K M i( itiFK R� iE1f R M IF K If It I( if� K� iF K kl(�iFiE II IE R�IFif iI1E%If IF k k K <br />r�rMOMENTS t REACTIONS HAVE EEEN FEDUCED 25Y. 'DUE TO YINC� OR SEISMIC FORCES+�x <br />CALCULATE AXIAL STFESS <br />TFY A8.`I16 <br />GFOSS AREA -A- = 1.814 Sq. in. <br />HEIGHT OF CDLUMN -L- = 11.58'3 ft. <br />HEIGHT FOF Y-AXIS -Ly-= 4.083 ft. <br />RALiIUS OF GYRATION-X -r>:- = 3.31� in. <br />RADIUS OF GYFATION-Y -ry- = 1.0`0 in. <br />ACTUAL AXIAL LOAD = 2.460 Y.ips <br />EFFECTIVE LENGTH FACT.-f::;= 1.000 <br />EFFECTIVE LENGTH FACT.-Ky= 1.000 <br />COLUMN SLENPERNESS FATIO = 107.918 <br />ACTUAL SLENC�EFNESS RATIO = 46.663 <br />THE FACTOR OF SAFETY IS = 1.619 <br />ALLOWAPLE AXIAL LOA[� -F- _ ^c6.309 k.ips <br />ACTUAL AXIAL STFESS -fa- = 1.^`6 ksi <br />ALLOWARLE AXIAL STFESS-Fn = 14.g04 Y,si (3.6.1-2) <br />FATIO OF AXIAL STRESSES IS= .094 <br />Mikif##�f #iFK�iFiEi( �(�lFif IFiFJtIFiElkkIElFMiElE�K�iFif i(�1f ##!flFiEif IFM#lFifiF#IfkiFiF <br />+�xMOMENTS ° REACTIONS HAVE PEEN FEPUCED �`X 'DUE TO WIND OF <br />CALCULATE ALL04AFLE BENC�ING STRESS <br />TRY A8.5I16 <br />YIELD STRESS (Fy) _ :0.000 <br />AENDING COEFFICIENT (Cb) = 1.000 <br />ACTUAL UNPRACEU LENGTH(Lb)= 4.08� Ft <br />RECIFkICAL (Syc/dIyc) _ .`27 <br />MODULUS OF ELASTICITY (E) = 29500.000 Y,si <br />TOTAL VERTICAL SHEAR (V) _ .747 lbs <br />ACTUAL VEFTICAL SHEAR (fv)= .759 ksi <br />MAX AVEFAGE SHEAk STFESS = 4.270 ksi (3.4.1-21 <br />ALLOW-EENPING STRESS fkSI)= 27.821 (2.3.1-1) <br />If1Fi(itl(ItitiFK RIf�RKR�K�RRK#%IfKK�#1EK�K1( KK K�K%K�X�K�RIEiE1FMk1E1EkMIEII�IkK <br />THE FATIO OF AXIAL STRESSES (fa/Fa) IS: ,094 <br />THE FATIO OF AENDING STFESSES (fb/Fb) IS: .208 <br />THE FATIO OF STAAILITY (fa/Fa+fb/Ft+) IS: .302 <br />THE RATIO OF WEB SHEAR STkESS (fv/Fv) IS: .178 <br />SEISMIC FORCES+�+� <br />