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P� B RAFTER w/4� G�4NTILEVER <br />1^c SEF' 8` 11:^a0:08 <br />LA7ERALLY UNBFACED BEAMS <br />WEIGHT/FT, -{J- � .273 KLF <br />BEAM LENGTH -L- � 16.000 FT <br />LEFT CANTILEVER -A- � 5,062 FT <br />CENTER SPAH -B- = 10.938 FT <br />RIGHT CANTILEVER -C- = 0.000 FT <br />REACTION AT LEFT SUFPORT � 3.195 K <br />REACTION AT FIGHT SUPPORT = 1.173 K <br />NEGRTIVE SHEAR-LEFT = 1.382 K <br />FOSITIVE SHEAR-LEFT = 1.813 K <br />NEGATIVE SHEAR-FIGHT = 1.173 K <br />FOSITIVE SHEAF-RIGHT = 0.000 K <br />MOMENT(1) _ -:�.498 K FT. <br />MOMENT(2) = 0.000 K FT. <br />MOMENT(M) = 2.521 K FT. <br />TFY A8.`I16 <br />SECTION MODULUS = 4.484 in. cubed <br />ACTUAL BENDING STRESS = 9.360 KSI <br />►��c�cxx�c�x�rx�c�w�c�cc�c�wxxxxrtxxa�c�r�c�c�cx�cx+��c+�*r*rxxx�c�cx��c <br />CALCULATE AXIAL STRESS <br />TRY A8.`I16 <br />GROSS AREA -A- = 1.B14 Sq. in. <br />HEIGNT OF COLUMN -L- = I6.000 ft. <br />HEIGHT FOR Y-AXIS -Ly-= 4.58? ft. <br />FADIUS OF GYRATION-X -r:;- _ ^o.^a12 in. <br />RAIi1US OF GYRATION-Y -r•y- = 1.050 in. <br />ACTUAL AXIAL LOAP = 0.000 kiFs <br />EFFECTIVE LENGTH FACT.-I:>;= 1.000 <br />EFFECTIVE LENGTH FACT.-FCy= 1.000 <br />COLUMN SLENPERNESS RATIO = 107.918 <br />ACTUAL SIENL�ERNESS RATIO = 57.971 <br />THE FACTOR OF SAFETY IS = 1.849 <br />ALLOWAHLE AXIAL LOAP -F- = �5,q78 kips <br />ACTUAL AXIAL STFESS -fa- = 0.000 Y.si <br />ALLOWAPLE AXIAL STRESS-Fa = 14.04` Y,si (3.6.1-2) <br />FATIO Of AXIAL STFESSES IS= 0.000 <br />**�cxr�xx�cxx�c��c�x��c�z�r*�c�c•�ac�cx�car�acxxx�x�r�caax�cx�r*rarr <br />CALCULATE ALLOWARLE EENAING STkESS <br />TFY A8.`I16 <br />YIELD STRESS (Fy) _ `0.000 <br />PENDING COEFFICIEMT (Cb) = 1.000 <br />ACTUAL UNBFACED LENGTHfLb)= 4.583 Ft <br />RECIF'kICAL (Syc/dIyc) _ .g27 <br />MOPULUS OF ELASTICITY (E) _ ::9`00.000 Y.si <br />TOTAL VERTICAL �HEAR (V) = 3.195 lhs <br />ACTUAL VEkTICAL SHEAfi (fv)= 3.^c47 ksi <br />MAX AVERAGE SHEAF STFESS = 4.270 ksi (3.4.1-2) <br />ALLOW-PENDING STFESS (KSI)= 27.821 (2.3.1-1) <br />�e�c ��cxac�c*x� �rxxa� �c��t�c�r�e�r�rr*�rxx �rar�t xx �r�cx��rx*erx�x*r+t�r�r�rx <br />THE kATIO OF AXIAL STRESSES (fn/Fa) IS: U.UUO <br />THE RATIO OF BENPING STRESSES (fb/Fh) IS: .3:�6 <br />THE FATIO OF STAPILITY (fa/Fa+fb/Fb) IS: .3?b <br />THE RATIO OF WEN SHEAF STfiFSS (fv/Fv) IS: .760 <br />