Laserfiche WebLink
-z- <br /> n�sic� sHLET <br /> JOB N0. 0238•253-V DATE 314I2013 <br /> CHECKED BY GLS <br /> DESIGN BY GLS REV. DATE <br /> REV. N0. 0 <br /> DESCRIPTION Design of HSS 8.Pipc Column Base Plate wilh Moment 8 Axial C�ompression. <br /> -d— <br /> —�—< <br /> ► I»put Dntn: � ; � U �� <br /> Gcomctrical Data: — <br /> aI <br /> � <br /> • J (Column Depth) = 4 _ in � -i�i o m <br /> , = d in � ,I- - <br /> . w(Column\�idlh) --- � <br /> - ]0 in � 1' i � c <br /> • N (I3asc 1'latc Lengtl�) - �p� i <br /> _ 10 in � ,—, <br /> . � (Ilasc Platc�\'idtl� ) - I ,„ I 0.95d �� <br /> • t (r\ssumcd Basc Platc 1'hickncss� . 0.75 in yI ..=.� � <br /> - 1.5 in -k N <br /> • X (Doll lo IISS Race Uistancc) - <br /> • S1 (iiolt l:dgc Distance) = 1.5 in — <br /> Shvctural Data: � e <br /> • P (�In�. Compression Ilcac�ion) = 0.5 K x, x � P <br /> . \I(�Ias.Applicd \lomcnl) _ _ 77 IGin Q P e� 1 , l � <br /> 2.50 I:si �P <br /> • f'c (Concrcte Compressivc Slrcu�;lh ) _ �B __ _ _ <br /> . f y(T��sc I'latc 1'icid Strcss) = 3G.00 ksi � a <br /> r <br /> ► Check Ecce�rtricil>>: ��N�2'Y�2 '''z _ <br /> . )p(mnz) (Concrcic ISr.ving Strengld) _ <br /> 0.8� ksi N Q� �_ <br /> J����i�;��) =O.ES J'c/S2c(2c=2.5), As per AC1318•02 L�+rqe EccentricitY Case <br /> • qro;�s(�l:�s. IDrving Presvvc) = 8.�1) K/i�t -- <br /> qmax =IP(ma�) x 13 � <br /> • ecrit(Critical Gccentricily Value) _ �•�� ��� r ° <br /> ccrit=N/2 - P/2qmaz � P <br /> �- t�3.�1 Ill POPf .` <br /> . c (Actu:d Gcccntricity V:duc)=Dl /I - � r;-�e_,- -----'�-------� -�=, <br /> •A <br /> e > ecrit L�r4e Eccentricity Case Ir , Q <br /> There is Tendency To Overtum. �_ �,z Y,z � <br /> Anchor Rods are Required for Moment Equilibriwn. N 4v <br /> Small EccentricitVCase <br /> Cont. <br /> i � <br /> ��;}'� � �✓���nor ro-�S �'�ICa� ��i-:���.3�-� �.n�e= l'�� b.� ;a r �� ra )�'�e,�oe� <br /> L" p��e�lic� <br /> C'',tc : � ?,: IJ �.til'J� ;( 3�;J," �, les 1��,. ��.;�. to��. <br />