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p� B RAFTER <br />1: SFF 85 11:.°7:49 <br />LATEFALLY UNHFACEP BEAMS <br />WEIGHT/FT. -W- _ .27^a KLF <br />HEAM LENGTH -L- = 10.938 FT <br />LEFT CANTILEVER -A- = 0.000 FT <br />CENTEk SFAN -P- = 10.938 FT <br />FIGHT CANTILEVEF -C- = 0.000 FT <br />REACTION AT LEFT SUFPORT = 1.49: K <br />REACTION AT RIGHT SUPPOFT = 1.493 K <br />NEGATIVE SHEAR-LEFT = 0.000 K <br />POSITIVE SHEAR-LEFT = 1.493 K <br />NEGATIVE SHEAF-RIGHT = 1.493 K <br />F'OSITIVE SHEAR-FIGHT = 0.000 K <br />MOMENT(1) = 0.000 K FT. <br />MOMENT(2) = 0.000 K FT. <br />MOMENT(M) = 4.083 K FT. <br />TFY A8.`I16 <br />SECTION MODULUS = 4.484 in. cubed <br />RCTUAL PENIiING STRESS = 10.9�6 KSI <br />xx�cx�c+cx�cxxx�c�x�c�cw��c�c�c�c�c�c�cx�crx�xxx�cxxw�w�c�rx�cxxw�cxzx <br />CALCULATE AXIAL STRESS <br />TFY A8,5I16 <br />GROSS AFEA -A- = 1.814 Sq. in. <br />HEIGHT OF COLUMN -L- = 10.936 ft. <br />HEIGHT FL1R Y-AXIS -Ly-= 4.`83 ft. <br />RADIUS OF GY�iATION-X -r>:- _ �.�1� in. <br />RADIUS OF C•YRATION-Y -r•y- = 1.050 in. <br />Af,TUAL AXIAL �OAD = 0.000 Y.ips <br />EFFECTIVE LENGTH FACT.-F:::= 1.000 <br />EFFECTIVE LENGTH FACT.-F:y= 1.000 <br />COLUMM SLEMDEFNESS RATIO = 107.918 <br />ACTURL SLENCIERNESS fiATIO = 52•377 <br />THE FACTOR OF SAFETY IS = 1.8^a4 <br />AILOWARLE AXIAL LOAP -F- = 25.912 kips <br />ACTUAL AXIAL STFESS -fa- = 0.000 ksi <br />ALLOWAALE AXIAL STFESS-Fa = 14.284 ksi (:�.6.1-2) <br />RATIO OF AXIAL STFESSES IS= 0.000 <br />�t��crzxaxa�xx�c�cxx�ac�cacxxxxx�coc�cx�ca�ze�c�t�cx��*+rar�+ca*�xr�rac <br />CALCULATE ALLOWARLE RENDING <br />TRY A8.`I16 <br />YIELD STFESS (Fy) _ <br />PENDING COEFFICIENT (Cb) _ <br />ACTUAL UNPFACED LENGTH(Lb>= <br />RECIPfiICAL (Syc/dIyc) = <br />MODULUS OF ELASTICITY (E) _ <br />T6TAL VERTICAL SHEAF (V) = <br />AC7UAL VEfiTICAL SHEAF (fv)= <br />MA>( AVERAGE SHEAF STRESS = <br />STRESS <br />50.000 <br />1.000 <br />4.`83 Ft <br />.5�7 <br />29500.000 Y,si <br />1.493 lbs <br />1.517 Y.si <br />4.270 Y.si ('•4.1-2) <br />ALLOW-PENIRNG STFESS (YSI)= �7.821 (2.3.1-1) <br />�c�cx�r�rz�x�rsc�rx��rx�c�c�x�c�xx�c�cxxxx�c�cxae�cz�ca�a�z�r�r*rata��+�x�c <br />THE RATIO OF AXIAL STFESSES tfa/FaT I5� 0.000 <br />THE RATIO OF RENDING STkESSES (fh/Fb) IS: •�9� <br />THE FATIO OF STARILITY (fa/Fa+4t�/Fb) IS: .393 <br />TH[ ftATIO OF WEB SNEAR STRESS (4v/Fv) IS: .�-`�� <br />