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P�Ver 8 Associales, PLLC 14-728 15l dGL ELF IDC ve�72-t .R��d <br />6.0 Seismic Analysis - Equivalent Lateral Force Procedure <br />Building Properties: <br />_�_ .—, <br />A��=1R93�ttz AreaollheRoolin5quareFeet <br />___ r-2 <br />_Ap -_1098�n� Gwund Flonr ama m Square Feel <br />Calculate Building Masses: <br />Mass ol wgh Rool and Tnbutary Walls <br />Mass M EnUre OwlAing <br />Lateral Forces Parameters: <br />- --� <br />�k-.-1�.0 a5�'E-JI_'_YJ/��e;� <br />� <br />iRr=�.$� A:;!'(i'11..-i/I;ii <br />—� <br />�sog=0:84G� :�sr�e�tt�u.+.��.an,� <br />le'= I.O� A.SC'f 77P.i.1 /AS/ <br />'n-,c,.o +scr:��ca;/.ae;� <br />Szismic Base Shear. V <br />sos ic <br />cr-. R— Gz=0.1302 <br />SDg le <br />M�.= A�Rp �� H��O.S�L1h�WDL <br />f✓ry - 1J� <br />C=--- C= 0.093 �sCE-�6y�unon �� s�±(qsv) <br />rt 1.4 <br />�g �.= C-hh dsa:�-f.q�:,nnn �18.r(,fi?nJ <br />ve = 304Lb <br />Q TOTAL BUILDING '4AS5 <br />BN� M� k <br />TE1M:= (-�� � � �b ) <br />TBIA = 425295 <br />Vertical Distribution of Seismic Shear Farces: <br />Ched� lollowing calw�almns; d LCi Is equal l0 1; Ihen OK <br />ASCG-i C(,). l?.R-11(191 <br />OH7 Ny k <br />Itocl Uiaphiagn �� :_ � � Ib ) <br />TOM <br />Ghe�k Shear U�slnbut�on C� -,-. C,�� <br />1 SL Version 12.1 <br />- - --, <br />li�� _I t� <br />H� := 12.0 R <br />�1b 2„ <br />He ght ol Him Jo ,I antl/or Oony wall <br />Hc�ghi ol Flrst Story JJall, avcraqe <br />Length of Wall on ihe Frt Floor <br />Cs shail not be less lhan <br />Csmin:_O.O�WSDg-le .aS,�E�('n-i;eru� <br />10(7R01 n <br />M�-i'_7�S16 <br />t.y �: i2715,b <br />Lsmin - 0.037 <br />Cs need not be more than <br />sp� For Ta LE TL <br />crc r c �<<.�s�,� <br />Csmaxt := Ta �R1 CsmaKt = 0.3 <br />le) <br />5oi �rL For i"a QT TL :isrr; r r� s.l +���� <br />Csmaa2:= --- R - ' (� � 1 <br />ra 1 Csman2 = IJ <br />(ieJ <br />A.SCF-' C 3-: . A'1; � <br />,A.'d7': f�� L'.N-1//J9;i <br />�vr - I.000 F�:- C���Vp Fr = 30�i� Ib <br />q = LOQO <br />�� <br />� �l i <br />:� <br />Page 6 <br />