XSTEEL学习方法

xsteel:1. cad,cad,.xsteel, ,.2. cad,.xsteel,!3. xsteel,cad,cad,xsteel.4. xsteel,! ,.,.5. ,. ,! ,!6. ,.7. ,xsteel, .xsteel.8. ,cad.cad, ,.9. ,.() .:a,b,c,d,e. ,.10. xsteel,. (),.xsteel14.1 03g102tekla structures chs china view 1 - el 0 xsteelxsteel.13 x00.00 5000 4x6000 5000 y 0.00 2x7000 z 0.00 5500 6215x0+5.500+6.215 1234567 y abc zgzgz lgz1047gz14441xg105sc xg 1xsteel13.0-xs_backround_color1 xs_backround_color2 xs_backround_color3 xs_backround_color4(0 1)0.0 0.0 0.0 1.0 1.0 1.0 0.98 0.98 0.99211. 0user.bat: setxs_black_drawing_background=trueuser.bat:x:teklastructures10.0batuser :bat -environment-rem set xs_background_color=0.0 0.0 0.01.0 1.0 1.03xsteel 13.0xsteel 13.01 profdb.bind:teklastructures10.0environmentschinaprofil2 DDDD DD3 DDDD 5551 DD 4xsteelstandardstandardattributesd:teklastructures10.0environmentschinasystem56. baaxsteel1profdb2matdb.bin,3!3xs_open_drawings_maximizedtrue 4-xs-drawing-check-view-frame-after-edit(update) 5xs_grid_color = <red> <green> <blue> 01 6xs_donot_check_dimension_point78c:teklastructures13.0batuseruser.bat set10c:documents and settingswsyapplication datatekla structures16.1usersettingsxsteel11xs_standard_stiffener_width_tolerance (40) (1003) (1064) 1012xs_default_font_size. 13_multidrawing_remove_view_label_gap true 14ch_materials_list.tplbh15,xs _do_not_plot_dimension_point_circles, true tekla structures 1617tekla ctrl+shift xs_hide_workareatrue18,xs_draw_vertical_view_shortening_symdols_to_partsxs_draw_horizontal_view_shortening_symdols_to_parts2true1 2ts, 1a. 2. 3. 4. 5, 1 c:teklastructures10.1batteklastructures.batset xs_runpath=c:teklastructuresmodels2 12.0x:teklastructures12.0batuseruser.batset xs_autosave_directory=x:teklastructuresmodelsautosave3 1000114 x:teklastructures13.0environmentscountry-independentfonts template_vdxf_vwindowsx:teklastructures13.0batuseruser.batset xs_firm=x:*5.attributesstandard.mvi:teklastructures13.0environmentschinasystem 6 drawing_template_were_not_drawn template not fundcall off15.0xsteel2.23.37x:teklastructures13.0ntbitmapsinppicture(2-1,580,450,0,0)2-1 580 4500 08xsteelx:teklastructures13.0environmentscountry-independentmacrosmodeling9standardsystemtsenvironmentschinasystemstandard.cscsym_dial.viewlabelposition 1ts16.010xsteel11tekla16.011.01.xs_chamfer_accuracy_factor12 ts14 >> (:),ctrl+a,.(:),ctrl+a,.13xsteel space14 tekla?xsteel13.0xsteel10.01) xsteel13.02) model.dmp3) xsteel10.06.876.3710.16.4411.06.5912.06.7813.07.014) model.dmp5) xsteel(:,.):=fp( 1,19565)id19565=if(p611) then (20) else(25) endif<= tekla structures17.0environmentschinaprofilmarketsizes.dat default,6,9,12,16,19,22,25,28,32,38 fmarketsize(default, 9, 1) 919teklastructures15.0applicationssteel1inppart attributevalue(, 1)welding()=if(mod(p57,2) then (p57*1+1) else p57 endif=fmarketsize(default, p57, 0)=if (p38=1) then (p42-p41)*0.5 else if (p3<=p36) then (p36+5) else p3 endif endif = pl+p56() = pl+p20+*+p21=if (p8>1) then (p8-1)+*+p9 else 0 endif=if (p45=0) then 0 else 1 endif=if p1=0 then 1 else 0 endif = if p36=0 then 0 else 1 endif0=if p4=0 then 0 else -1*(p1+p2) endif p1 =ftpl(length,455413) id455413p129number_of_arrays = p8-1dist_between_elem = p41=if (t5=0) then 0 else if (p36=0) then 0 else 1 endif endif t5=00p36=001= if (t3=0) then 0 else if (t1=0) then 0 else if (t4=0) then 0 else 1 endif endif endifif (mid(getvalue(profile),0,2)=bh ) thenoutput()elsestepover()endifif (mid(getvalue(profile),0,2)=bh && getvalue(finish) = 3) thenoutput()elsestepover()endifxsteelxsteel:1. cad,cad,.xsteel, ,.2. cad,.xsteel,!3. xsteel,cad,cad,xsteel.4. xsteel,! ,.,.5. ,. ,! ,!6. ,.7. ,xsteel, .xsteel.8. ,cad.cad, ,.9. ,.() .:a,b,c,d,e. ,.10. xsteel,. (),.xsteel14.1 03g102tekla structures chs china view 1 - el 0 xsteel1. 10.552. cadstyle_1,style_2steelcad3. 1. -2. x:teklastruct