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M - 1t� <br /> Company Larson Engineering, Inc. Apr 16 2009 <br /> , Designer RV 8:59 A�vl <br /> Job Number : 51090137.000 U.S. Customs 8 Border Protection -Port Angeles,WA Checked By:_ <br /> Joint Coordinates and Temperatures <br /> LabeL �l Y IiN Gill- TeulD-IEl—p�ldGh.E[GID��ap.._ <br /> ��1_ N_.1 0 1 Q 0 f 0 <br /> N3 �0_ __! 104 0 _f 0 <br /> 3 N4 25 f__0 I 0 I 0 __ <br /> 4 N6 2;:__L_104 0 - - - 0 <br /> 5 N7 96 _';__Q_ I 0_ _0 <br /> 8 N8� 96 I 144 �— 0 <br /> 7 I N7H�2�0_ I 0 � 0 <br /> � N8g 2 104—�-1 0 0 <br /> General Section 3ets <br /> Label Shape Typ_e TMaletial— ji[Rj_��Iyy(ta4] zZ�ip9] ,l�in41 <br /> I 1 T Columns 2 1/2"T$tud Column ! ge_n_Alum_ 902�_245 546 001 <br /> I__2 L�lum s ZSlB"An ies[.�Column � aen�Lu�9g9 i 63��836 <br /> L3!Strap_Braci�LREO_0202X6� None_�gen Alumy 12_1�_3_64 I 4.1212_e_-6 1 64499c_5 <br /> Member Primarv Data _ <br /> La� o _Jo�t_—bJolnt—8olate(degLSeslionLShatte pe_Desig�lisL^Malerial,DssignBule <br /> 1__� M1___ N6 N4 �Columns Column None en nwm Defaul <br /> 2 M2 _�13 N1 _�C419 u �Lo1�e 9e^ Alum <br /> 3 M5 N3 NB L Columns lumn None en nwm D f ul <br /> N1E N ��LU en PJum <br /> 5 MSA N8 N7 I L Columns Column None en Alum D faul <br /> M6A�N1 N6 � Stra Bracin en Alum D <br /> 7 M7 N3 N4 Stra Bracin I None None en n�um Default <br /> $ Q� L C01 en Alum - <br /> 9 M9 f N4 NBA I Stra eracin� None NOne en Alum I Default <br /> 1 '�110 �7 6 Strap Bracin en Alum <br /> 11 M11__ N7 N8A Stra Braci� ! '�one None I en Alum Default <br /> M�Z � SlrePi;recio pb�_dpQe en�Alum <br /> Joint Loads �nd Enforced Disnlacements BLC 1 : Unit Loadl <br /> Jointlab_CI L,D_M�P�[esl�on�ag0ilusleUk k-Rl (iu.[3d1 (k•s^2li.. <br /> �— N3 L I X I 1 I <br /> Joint Loads and Enforced Displacements (BLC 2 : Lateral Loadl <br /> Joinl Label L,Dn��Direction Magni(_udej(k k"ft1.(in.rad k's"2f.. <br /> I 1 _�----_ N3__ I L I X 1.36� <br /> Basic Load Cases <br /> _ 6�C_Des_cduLion C�t�goly .X Gravitv Y Gravitv Glavity a�niTE2iot�oistdbuteAd rea�Me..-�Sy�s.e <br /> !._t__�__Unit_Loa.d__�lone_ I t I I I I <br /> `2__j__L_ateral Load�se ��—��1� <br /> Load Combinations <br /> De�c i �o 541�,P�..,�6...�LFC acl�r�B�G�astor�LC CF acto�B�Lr,�a��4LBL�C Sto B to�r <br /> �1 I Unit Load Yes� I I 1 I 1 I I I ��cc9fT�� I I I 4 I � � I <br /> LZ �Laleral Load Y0� �—i-��—� � —��T� <br /> RISA-3D Version 8.0.2 [F:\...\...\...\...1Calcs\Models\ELEVATION B.r3d] Page 1 <br />