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� M -22 <br /> Company Larson Engineering, Inc. Apr 16, 2009 <br /> Designer RV 9:00 AM <br /> Job Number : 51090137.00OU.S. Custom and Border Protection - Port.,ngeles, WA Checked By: <br /> Joint Loads and Enforced Disalacements (BLC 2 : Lateral Loadl <br /> Joinil.abel _.__ l.D.ht__—___Dir2S�o�_y1agnitude[(k,kfq_[in,�ad��(�,3^zlj,,,, <br /> ��-- Nq---- -- ---� — --� —x- � --1.17 --1 <br /> Basic Load Cases <br /> �.C_Descoption .... Category__�CGLav�ty�GLa.v_ity_ ZGtaviry�doinL�oinL p�•;r':Lutedgted(Me. �udace_(,,, <br /> 1 Uni Load I None I �� I 1 '� I .. I <br /> 2 ate a Loa�o�e�—� Zj_ -� I —1 �—] <br /> Load Combinations <br /> Desc�ptiq So1vePD, SR,., BI�G ctQtBL Pacl�r�l.0 Ea�la;�l� a_c1 9f,S�,�asto e aslo 4CFacto B�C�ac <br /> � 1 [Uni Load Yes�_ j 1 1 ��� I <br /> [Q lateral Load YeS S 1 I <br /> Jaint Reacfions (Bv Combination) <br /> �C _,lOioLLapel X.I�I�I [k]_ ktt] MY[kf� Z[ktU <br /> 1 2 N1 -.425 91 0 0 I 0 _059 <br /> 2 __�16 - 141� 6�8 0 I <br /> 3 _ 2 N7A _352_ _�57 0 0 0 -.032 <br /> 4 2 N10 -239 135 0 0 . 57 <br /> � 2 Tota s: -�14 0�0 I 0� _06 <br /> L7 2_1—COG(in); I NC_!_�JC I NC I I <br /> Joint Ueflections !Bv Combination! <br /> L� J4in�labe iny jj�ji �[in� .�g1�[radJ R2ta�ior�.(��d Z�o_taLon[r.adJ <br /> 1 2 T N1 0 0 I 0 0 0 0 <br /> IL2 2 N4 3� 0 0 0 - 313 -3 <br /> 3 2 N6 _ 0 I 0 ��0 0 0 0 <br /> �4 2. __N7 02_4 -1 -.004 J_ 0 _0 0 -2 923e-3 <br /> !6_ 2 N7�_ 0 9 0 9 r O--I--0 p 1�3644e-4 <br /> _7 2_I N9A__� 226 I -.002 0 0 I 0 -1.672e-0 <br /> �8 _2 � N 10_�__0 � 0 0 0 0 0 _ ' <br /> 9 I �2 N11 223—�009__�. 0 0 0 -3.194e-0 <br /> I- 1�- 4__t <br /> �2 0� 0_J 0 0 0 0 <br /> __� 0 <br /> � 11 2 I____ N13_ 222_._ 008 0 I 0 0 -6297e-4 <br /> ;_12�2 � N17 018 001 0 0 0 -2.733 <br /> I 14 2�N2�_212_J_ �002 0 I 0 I 0�21e-3 <br /> Member Section Forces !Bv Combinationl <br /> _ LC____Member Label_�_Qc Axial�kJTy Sheat(kJTz$h eique[k-1t1,Y-Y_Id9�4,nS <br /> i j_.I Z_i_ M3 ! 1 807 I _-,035 0 0 I 0 ��027� <br /> �2 � � ' � 807� _�p3�0 - 003 <br /> ' 3_I___I 3 .807 I -.035 I 0 I 0 I 0 I 034 <br /> d 1 1 a �o3s�—o 1 0 1=0 0�: <br /> 5_ I 5 807 I -.035 I 0 0 I 0 I G��. _ I <br /> `6�� 4 807 � 053—�— 0 0 I 0�—C�� <br /> _ 7__. 2 807 _053 0 I 0 0 042 <br /> ;_8�� 3 807 � 053 0 _ 0 0 <br /> i_9 I 4�_807 I 0_�>3 I 0 I 0 0 I -U62 <br /> RISA-3D Version SA.2 [F:1...\...\...1...1Calcs\Models\ELLVATION C.r3d] Page 2 <br />