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I N F I N I G Yl7 CoDesimgnerpany i InfiDVAnigy Engineering. LLC Sept 5,2019 <br /> : <br /> - OM ZERO To INFINIGv Job Number : 4106-B0001-B Checked By: <br /> the solutions are endless Model Name : SE52XC206 <br /> Member Primary Data <br /> Label I Joint J Joint K Joint Rotate(d...Section/Shape Type Design List Material Design Rul... <br /> 1 M1 N2 N1 Mast Pipe Column; Pipe A53 Gr.B Typica <br /> 2 M2 N6 N8 90 Frame Rail VBrace I Single Angle A36 Gr.36 Typica <br /> 3 M3 N7 N9 90 Frame Rail VBrace;Single Angle A36 Gr.36 . Typica , <br /> 4 M4 N17 N15 Mount Pipe Column! Pipe A53 Gr.B Typica <br /> 5 M5 N14 N16 Mount Pipe Column Pipe A53 Gr.B Typica <br /> 6 M6 N24 N3 Kicker I VBrace, Tube A500 Gr.B Rect Typica <br /> 7 M7 N25 N3 Kicker I VBrace i Tube A500 Gr.B Rect Typica <br /> 8 M8 N26 N3 Kicker VBrace Tube A500 Gr.B Rect Typica <br /> 9 M9 N30 N27 90 Plate Beam BAR A36 Gr.36 Typica <br /> 10 M10 N32 N29 90 Plate Beam BAR A36 Gr.36 Typica <br /> 11 M11 N33 N34 90 Plate Beam BAR A36 Gr.36 Typica <br /> 12 M12 N31 N28 90 Plate Beam BAR I A36 Gr.36 Typica <br /> 13 M13 N39 N35 0.75" Column BAR A307 Typica <br /> 14 M14 N41 N37 0.75" Column BAR A307 Typica <br /> 15 M15 N42 N38 0.75" Column BAR A307 Tvpica <br /> 16 M16 N40 N36 0.75" Column BAR A307 Typica <br /> 17 M17 N47 N43 0.75" Column! BAR A307 Tvpica <br /> 18 M18 N49 N45 0.75" Column BAR A307 Typica , <br /> 19 M19 N50 N46 0.75" Column! BAR A307 Tvpica <br /> 20 M20 N48 N44 , 0.75" Column BAR A307 Typica <br /> 21 M21 N52 N51 , 0.75" Column BAR I A307 Typica <br /> 22 M22 N54 N53 0.75" Column BAR A307 Typica <br /> 23 M23 ; N38 N51 I RIGID None None RIGID Typica <br /> 24 , M24 I N46 N53 I RIGID None None I RIGID Typica <br /> Material Takeoff <br /> Material Size Pieces Length[in] Weight[LB] <br /> 1 General I i <br /> 2 RIGID 2 16 0 <br /> 3 Total General 2 16 i• <br /> 0 <br /> 4 <br /> 5 Hot Rolled Steel <br /> 6 A307 0.75"SR HRA 10 60 7.5 <br /> 7 A36 Gr.36 10"x0.375"Plate 4 40 42.5 <br /> 8 A36 Gr.36 L3X3X4 2 72 29.4 <br /> 9 A500 Gr.B Rect HSS2.5X2.5X3 3 237.6 111.6 <br /> 10 A53 Gr.B PIPE 2.0 2 192 55.5 <br /> 11 A53 Gr.B PIPE 3.0 1 ! 162 95.1 <br /> 12 Total HR Steel 22 ,i__ 341.7 <br /> Basic Load Cases <br /> BLC Description Cate o X Gra...Y Gr...Z Gra.., Joint Point Distribu...Area(M... Surface(Plate/Wall) <br /> 1 , Self Weight DL I -1 7 I <br /> 2 , Wind Load AZI 000 WLZ 7 1 <br /> 3 , Wind Load AZI 090 WLX 7 1 <br /> 4 Ice Weight OL1 7 8 <br /> 5 Wind+Ice Load AZI 000 OL2 7 1 <br /> 6 Wind+Ice Load AZI 090 OL3 I 7 1 <br /> 7 Service Live 1 I LL <br /> 8 Seismic Load AZI 000 I ELZ 8 <br /> 9 Seismic Load AZI 090 I ELX i 8 <br /> 10 BLC 2 Transient Area La..( None 7 <br /> 11 BLC 3 Transient Area Lo.. None ___ __LL I _I ! 1 1 5 1 <br /> RISA-3D Version 13.0.0 [D:\...\...\...\...\...\...\...\Rev. 1 09-05-19\Report\Risa 3D\SE52XC206.r3d] `Page-4. <br />