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NNEngineering, P.S. NikolaV Residence ��28�2006 <br /> 9578 39th Ave.CL SW,Lakewood,WA�J8499 12306 L.mcd <br /> Basement Floor: <br /> W ALL AAA ���� <br /> V;�na — <br /> Laaa <br /> Laaa= 9fl Vaaa = (LI .5) wll' Vaaa =2R39.�y1b r���:= ra�;�=0.lfi <br /> �'31ong <br /> SUMMARY r maxX : <br /> 20h <br /> �max.r=0.3R Pr�= � - Pr=0.95d ThifdStory Pr= 1 <br /> �ntn[.r� <br /> 20fI <br /> �mas.2=0.42 P2�_ '- - P2 =0986 <br /> r,,,;,,;.Z� Second Story p, : I <br /> 20ft <br /> �mn�.3=0Jfi P3 �= � - p3 =-0.937 <br /> r��,;ii,3 :13 First Story P3 := I <br /> F. Calculate Earthquake Forces (1617.1.1.1 and 1605.3.2, eq. 16-18) <br /> P2�� c Base Shear Lon itudnal <br /> �long�- 1.4 + Ok �Inng= 13.)I k 9 <br /> �Z�Q� � Base Shear Lateral <br /> Llat= 1.4 + Ok Llat = 13J1 k <br /> Pr'�'rlon�, <br /> G�;����= + ��� �'-dunc='1�`�;� Upper Floor Story Shear <br /> I rl <br /> P2'�21ong <br /> �;Z���F ;_ + Ok EZ���� =4.03 k LoH'er Floor Force <br /> i.a <br /> �'- ��'�O"� First Floor Force <br /> l:l long �_ + Ok l�llnng =d.03 k <br /> I:1 <br /> udong�_ � dong V�������=4.ti1 k Third Story Shear Longitudinal <br /> V21ong �- �dong+ �21ong V��i��F = 8.8G k Second Slory Shear Longiludinal <br /> �'Ilon� �- �=rlung "t� �'�21onc �- I�IIonF ��Ilone - ����`��` First Story Shear LongiWdinal <br /> Page L5 <br />