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� 1/14/2004 � . RoofDes.out _ Page I � ;l *______ ________�------------ ________________________________ ; ________________________________ *R11147 i Roof Design Input 1/14/04 3 :32pm *_______________'__________________________________________________---- � _____________ � , � *------ --------------- I I * < PROGRAM OPERATION > ' *----- � ------ � �------- -- --, * I * (1) JOB� D: (Max:l 60 char) � 'R1 147 ' I • I � * (2) PROGRAM OPTI;ONS : * Run Run� Run * Purlin Pane�l Brace �y�� Y' ,Y, �I * (3)DESIGN CODE.I * i ' *Design ---Steel Code--- ---Build--- Seismic * Code Cold � Hot Country Code Year Zone 'WS ' 'AISI96 'AISC89 ' ' ---- ' 'FBC ' ' 01 ' ' - ' * (4) DESIGN CONSTANTS : Wind * -----Steel Yieild(ksi ) ---- ------Stress Ratio------ Lap Strength * Purlin Panel � R Col W Col Purlin Panel Wind Frame Stiff Factor � 55 . 0 80 . 0 i 36. 0 50 . 0 1 . 03 1 . 03 1 . 03 0 .50 1 . 0000 � * (5)DEFLECTION L�IMITS : * -----�Purlin-�I---- ----Extension----- ---Panel--- Wind * Live Wind Total Live Wind Total Live Wind Frame 180 . 0 120 . 0 ! 0 . 0 180 . 0 120 . 0 0 . 0 180 . 0 120 . 0 100 . 0 * (6) REP RTS : * Input Purlin Purlin Eave Roof Cable * Echo Design Summary Strut Panel Brace � I � �y� I �Y� �y� �Y� �Y� � i * (7)BUILDING TYPE: * Build L Expand_EW R Expand EW ------Open_Wall------- �* Type Use Of�fset Use Offset L EW F SW R EW B SW 'FF- ' 'N ' 0;. 000 'N ' 0 . 000 'N' 'N' 'N' 'N' ''*------ I -- * < BUILDING LAYOUT > *------�-------�----- � � (8) BUILDING SHAPE: * No. � X Coor� Y Coord * Surf (ft) (ft) 4 0 . 000 � 16 . 0000 20 . 0000 19 .3333 40 . 0000 16 . 0000 40 . 0000 0 . 0000