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� _ <br /> � <br /> � <br /> � �tt"UCtUC�� . . <br /> ' � <br /> , �nc��neering & �e�ign I nc. <br /> _ _._ _ 1815 Wriqht/ave_La Verne, CA 91750 TeL 9Q9.596.13b1 �ax: 909.596.7186 � <br /> ` By: S.P. Project: MAJESTIG GLOVE Project#: LV-012418-2 ' <br /> Slab oe�Grade Configuration:TYP�1 SELECTIVE RACK <br /> � P � �:•:•:�,.,�''�--,,slab � <br /> - •'•'��:•. <br /> ........................;.... <br /> ._... <br /> a �"""""" � Concrete <br /> . '�'`�>': i a � � Pc= 3 5Q0 si <br /> , P ; <br /> �'�D � � b e '������ � <br /> slab 1 t � � '�'�'�'�' <br /> tslab=t= 6.0 in <br /> , . <br /> _� + ; �;cross te(f= 6,0 in <br /> , � ...., <br /> � '��`:::.::;:; `_�__c -_-_� <br /> � ;:Aisle : �?�13_� f3 fz ._: <br /> x -a� �-- c ~� I ...-,�--� .......................... � Soil. .:.. <br /> o---- Y �__._ ��� I _`'"". g �""`.;.'.,".�' fsoil= 1,OD0 psf <br /> ;.�.�>:�..:'.';•.•.•.•:.:.:.:�...••�•�:•.�?'':''::;:':: <br /> � ---m :•:•Down Aisle Movt= 469,122 imlb � <br /> SLAB ELEVAIION . FI'dlTl�d2pth-44.0 II1 i <br /> Baseplate Plan View Sds=0.963 I <br /> ease Piate 0,2�`Sds= 0.193 <br /> , <br /> Effec.Baseplate�vidth=B=$,00 111 width=a= 3.00 in j� ��Q�;' : j <br /> ::................:........._....:..........._. <br /> Effec.Easeplate�epth=D=$,QQ j� deptP�=b= �}.63 in (3=6/D= 1.Q00 � <br /> midway dist face oP coitimn to edge of plate=c= 5.50 in F'c^0.5� 59,20 psi � <br /> Coiu�»n Loads midway dtst face of column to edge of plate=e= 6.31 i� <br /> DEAD LOAD=D= 1881b per column� Load Case 1) (1.2+0,2Sds)D+(1.2+0.25ds)*BMP+rho�E RI'+II SEC 2.2 EQTN 5 �� <br /> ( <br /> anfacEoredASD/uad = 1.39266*18$!b+1.39266*0.7*75�0 Ib+1*1o661 Ib '� <br /> PRODUCT LOAD=P= 7,500 Ib per column = 18,234 Ib � <br /> unfactoredAso load Load Case 2} (0.9-0.25ds)D+(0.9-0.2Sds)*B�Pa�p+rho*E RMf SEC 2.2 EQTN 7 I <br /> Papp= 5,Q25 Ib per column = 0.70734* 188 tb+OJ0734*0.7*5025 Ib+ 1*iQ661 Ib <br /> P-seismic=E= (Movt/Frame depth) = J3,28�Ib <br /> = 10,661 Ib per cofumn Load Case 3) 1.2*D i-1.4*P aM�sec Z:z eQrN i,z E <br /> unfactoredUmrtstate%ad = 1,2*188 Ib+1.4*75Q0 Ib � <br /> B Q�O�Q ; ; = 1h,7251b <br /> rho �.QQQQ ` . Laad Case 4) 1.2*D+ 1.0*P+1.OE A«3�$-«�9Z.�,E���,�j-s � <br /> . __:>.._:..........: � <br /> Sds= 0.9633 = 18,387lb <br /> 1.2+0.2*Sds= 1.3927 �ffex;five Column Loa�-F�da= 18,3t37 db pQr calumn I <br /> 0.9-0,20Sds= OJ073 <br /> Pui�ctuee <br /> �--- Apunc�= [(c+t}+(e+t)J*2�� i <br /> = 285.75 in^2 � <br /> Fp�anctl= I(4/3+8/(3*R)]*�,*(F'c^0.5) fviFv= PuJ(Apunct*Fpunct} '( <br /> = 142.1 psi = (J.G81 G 1�AlC <br /> Fpunct2= 2.66*�,*(F'c^0.5) <br /> = 94.5 psi <br /> Fpunct eff= 94.5 psi ;� <br /> Slab Elendir�i� ? <br /> ------ - I <br /> � <br /> Pse=DL+PL+E= l8,3871b � <br /> A5oi1= (Pse*i.44)/(fsail) L= (Asoil)^0.5 y= (c�e}^Q.5+2*t i <br /> = 2,648 in^2 = 51,46 in = •17.9 in <br /> x= (L-y)/2 M= w*x^2/2 S-slab= 1*teffi^2/6 <br /> = 16.8 in = (fsoii*x^2)J(14=}�`2) = 6.o in^3 <br /> Fia= 5*(phi)*(fc)^0.5 = 978.0 in-Ib fb/Fb= P�/(S-sI�bMFb) ;� <br /> = 177.48 psi = �,918 < 1,�K 4 <br /> � I <br /> MAJrSTIC GLOVE=rfPE I.xl� Page �;� of ��6 i/��/zo�� � <br /> � � <br /> � <br /> { <br />