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M -S <br /> Company Larson Engineering, Inc. Apr 16 2009 <br /> Designer R.V 8:51 A�1 <br /> � Job Number : �1090137.00Q1.S. Customs and Border Protection-Port Angeles,WA Checked By:_ <br /> Member Primarv Data (Continued) -- <br /> Label_.�,loin J�loioL�1S,�_o� at�leidea) �scti�haa a�_P_^-eLnaLis etla� De iaafiules <br /> F2�_MZz _� N8�_ N7 � Stra eracin O�te e en_Alum I U� <br /> 3 I_ _M23.__ I N16__NS TColumns�Colun.�n None Igenaum Defa.ult <br /> I 24_. __M24__. _N17��-d7 T Co um 1r��i�_9en A�um �zfault� <br /> 25 M25 _I N18 ! N9 TColumns Column None ge� A�_�m I_DeFault <br /> 26 M26 I N16�N7 Strap eracin No e Np� en A�um Dej�ult <br /> 27 M27 _� N17 j_N5 Strap eracing None� � N� .one_�9en_Alum I Defau�l ., <br /> 28 M30__�N4 j N14 window(rame�geaDl I NO en Conc... T ical j <br /> 29 M3� N16 I N17 ! windawirame eeam NOne en Conc..l T DICaI <br /> 30�M30A �19�— � window treme _Bea o11e� en Conc... T 1Ca� <br /> 3� M3.1 �_N15 _N21 wind�w(rame Be2m j��1one gen Conc..l TypiCal <br /> 32 M32_A__� N21 N23 windnwframeige_a_tn J_ _N_ode�9e^..Conc... T ical <br /> 33 M33 �N20 N_16 windowtrame geam No e '� Conc..J TypiGal <br /> 34 M34_L N18 22 window irame Bea_ o1e_14�^ �����•�-1yplca <br /> 35 M35 __ __N22 N24 windowtreme geam��N,on�e gen_Conc...l i�piCa <br /> 36 M36 _ N20� Stra eracing�One_j�oL1e en Alum I De(a� <br /> 37 M37 N16 N2 Strap Bracinq None None en Alum�Default <br /> 8 38__N18_— stra a�acm e None aen nmm p�(a <br /> 39 M39 N22 N9 s tra t 3p racing None I None 9 e�A��m D e f a u l t <br /> 4 40�_L122� � S�rap Bracing�None��lq�g�� Alum DP�'dt�lS�J <br /> 41 f M41 _�_N__2A I N11 Straperacing� None i No.ne gen Alum i DefaultJ <br /> Joint Loads and Enforced Disnlacements (BLC 1 : Unit Load) <br /> _�9�.abe1— .D M _Dueafion��Ma9oiWdel(k k-to lin ra���(Ks"_2/i... <br /> � I N19 � L I X I 1 � <br /> Joint Loads and Enforced Disnlacements (BLC 2 • Lateral Load) <br /> Joi�LLabe —44. D][ectio la9�itude[(k.klly.SitLnslllk's"21i..� <br /> �_ 1 i N2 L� X � 117 <br /> Basic Load Cases <br /> 6L_EDescriptio_n Categ4ly ��rayity_ Y GI�yiSyT G[aYJtY—��a��q�L�-s;R65�ied ALe�Le i$u.dace( <br /> [1 Unit Load None � � <br /> �2�at�al_Loa�on�� � <br /> Load Combinations <br /> Desenption $o�yePD.�Sit�BLC ac.49� 6lC Facto�B-L�C�a-cl�or BLC ac or BL_�aF crto 'BL ac�or BL_C �aylor BLC 1or <br /> �1__�Unit Lo_ad Yes _ ! 1 1 Iil ��T i � � T -�—i i� <br /> 2 Lateral Load Yes 2 1 L�—� <br /> Joint Reactions (Bv Combination) <br /> � J2ioL�abel X�] Y fk Z.IkI MX fk-ftl MY Lk:it] MZ[�11 <br /> j 2 N�� .� 32 -745 0 I 0 0 -.079 <br /> ; _2 2�—N3 _1—r 233� 23 U 0 0 �5 <br /> 3 2 I N6 _ 148.�f �2 0 0 0_ 102 <br /> 'q �- Ng__ 37 I 43Q�0 0 0 - 7 <br /> _5�1 N1� �208�_021 I 0 0�1 0 - � <br /> z__j_-- Ni2—� 1os�_.�_s�_—�—o I—o i -.�o <br /> -7 I 2 f-,_-_._T.olals�1.17 0 �_0 <br /> __8�1__ COG {in�: N�__NC _l NC <br /> RISA-3D Version 8.0.2 [F:\...\...\...\...\Calcs\Models\ELEVATION A.r3d] Page 9 <br /> a <br />