Hall Steel Work DWG Block for AutoCAD

Hall steel work

Drawing labels, details, and other text information extracted from the CAD file:

sink, scale, scale, scale, foundation plan, sagrod, sec, sec, sec, sec, sagrod, sec, sagrod, sec, sagrod, sec, sec, sec, sec, sec, foundation plan, sec, roof plan, slope, roof plan, slope, sagrod, side eievation, side eievation, foundation plan, sec, sec, sec, sec, sec, sagrod, sec, slope, roof plan, side eievation, foundation plan, sec, sec, sec, sec, sagrod, slope, roof plan, side eievation, sec, sagrod, sec, sec, sagrod, sagrod, wall post section, column, cantilever, perspective, flange, stop, sec, sec, var, stiffner, stiffner, holes, holes, var, perline, perline, wall post section, column, cantilever, perspective, flange, stop, holes, holes, stiffner, sec, sec, sec, var, stiffner, sec, sec, sagrod, stiffner, sec, wall post section, column, cantilever, perspective, flange, stop, holes, var, sec, stiffner, sec, sagrod, sec, stiffner, wall post section, column, cantilever, perspective, flange, stop, holes, holes, axe., gradin, beam, top sagrod conection, bracing, cast iron, round bar, nut, washer, bracing, anchor bolt, rafter, purlin, flange stay deatil, sagrod conection, râxœ, holes, purlin, sagrod, sagrod, main colum, wall post, holes, holes, top sagrod conection, bracing, cast iron, round bar, nut, washer, bracing, anchor bolt, rafter, purlin, flange stay deatil, sagrod conection, râxœ, holes, purlin, sagrod, sagrod, main colum, wall post, top sagrod conection, bracing, cast iron, round bar, nut, washer, bracing, anchor bolt, rafter, purlin, flange stay deatil, sagrod conection, râxœ, holes, purlin, sagrod, sagrod, main colum, wall post, top sagrod conection, bracing, cast iron, round bar, nut, washer, bracing, anchor bolt, rafter, purlin, flange stay deatil, sagrod conection, râxœ, holes, purlin, sagrod, sagrod, main colum, wall post, holes, holes, holes, sec, sec, sec, sec, sec, sec, sec, sec, sec, perline, perline, axe., gradin, beam, perline, perline, axe., gradin, beam, perline, perline, axe., gradin, beam

Raw text data extracted from CAD file:

SINK ±0.00 ±0.00 ±0.00 685070 685070 )nt_____\U+200C\U+0621 s_____—o\U+200C£—kŒ x”________‹¾›( 1,2,3 `”—¢ j‹\U+0621vdˆ\U+0686 sµ¼ SCALE : 1/100 4 `”—¢ j‹\U+0621vdˆ\U+0686 sµ¼ SCALE : 1/100 `”—¢ j‹\U+0621vdˆ\U+0686 sµ¼ o\U+0621`‚\U+200C› SCALE : 1/100 l¯• hl²—M a\U+0691\U+0621« hv\U+0686^ u âh¢ kµ‚›^ l¸\U+0640âkŒ u âh¢ `v,\œ^ l\U+0691 \U+06BE \U+061B l¯—s’^ lµ‹—\U+061B^ \Fitalic.shx|c178;N l\U+0691 \U+06BE \U+061B l¾£—v^ \fTahoma (Arabic)|b0|i0|c178|p42;1:100 j\U+0621s‹¤^ Hr—\U+0686 ;hvt\U+0621l—^ a\U+0621;\U+200D oâ„ k£— s—cœ l\U+0691 \U+06BE \U+061B k—z\U+0621^ ^ l¯• hl²—M k\U+062D—¥ l\U+0691 \U+06BE sŒ a\U+0691\U+0621 s—c\U+0686-l¾£—v\U+0686-s—cœ l\U+0691 \U+06BE \U+061B xvh%%177^ l‚—,v^ \Fgothice.shx|c178;K H O S H \Fgothice.shx|c178;S A Z E H \Fscriptc.shx|c178;N \Fgothice.shx|c178;A M A 10 70 \A1;5000 \A1;6000 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;2 \A1;5000 \A1;5000 \A1;15000 \A1;F \A1;2 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;2 \A1;F \A1;2 \A1;F \A1;1 \A1;F \A1;1 \A1;6000 \A1;6000 \A1;18000 Foundation Plan F1=180*120*60 F2=120*120*60 SAGROD 12 1/2PL140*100*6 Z180*60*3 +5446 PL6 PL6 +4000 ±0.00 15000 FRAME-(1,4) PL6 PL900*200*15 PL200*12 PL450*200*15 5000 5000 PL300*6 PL200*10 PL400*250*15 Sec (B) PL200*10 PL200*10 Sec (B) PL300*6 DE-1 Sec (A) PL6mm Sec (A) PL200*12 PL200*12 5000 1162 1162 SAGROD 12 PL6 PL200*12 PL6 PL400*250*15 PL900*200*15 PL300*6 PL200*10 PL400*250*15 Sec (B) DE-1 FRAME-(2,3) A B D C Z180*60*3 PL6 PL200*12 PL200*12 PL400*250*15 SAGROD 12 Z180*60*3 +5446 PL6 PL6 ±0.00 SLOPE20% 15000 PL6 PL900*200*15 PL200*12 PL450*200*15 PL6mm Sec (A) PL200*12 PL200*12 1162 1162 SAGROD 12 PL6 PL200*12 SLOPE20% PL6 PL400*250*15 PL900*200*15 A B D C Z180*60*3 PL6 PL200*12 PL200*12 PL400*250*15 1/2PL140*100*6 Z180*60*3 +5146 PL6 PL6 +4000 ±0.00 12000 FRAME-(1,4) PL6 PL900*200*15 PL200*10 PL450*200*15 4000 4000 PL300*6 PL200*10 PL400*250*15 Sec (B) PL200*10 PL200*10 Sec (B) PL300*6 DE-1 Sec (A) PL6mm Sec (A) PL200*10 PL200*10 4000 1160 1160 PL6 PL200*10 PL6 PL400*250*15 PL900*200*15 PL300*6 PL200*10 PL400*250*15 Sec (B) DE-1 A B D C Z180*60*3 PL6 PL200*10 PL200*10 PL400*250*15 18*15*4 A B C D 1 2 3 4 \A1;4000 \A1;6000 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;2 \A1;4000 \A1;4000 \A1;12000 \A1;F \A1;2 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;2 \A1;F \A1;2 \A1;F \A1;1 \A1;F \A1;1 \A1;6000 \A1;6000 \A1;18000 Foundation Plan F1=180*120*60 F2=120*120*60 A B C D 1 12000 FRAME-(2,3) PL6mm Sec (A) PL200*10 PL200*10 1160 1160 Roof Plan SLOPE % 20 SLOPE % 20 \A1;5000 \A1;5000 \A1;5000 \A1;15000 A B C D \A1;6000 \A1;6000 \A1;6000 \A1;18000 1 2 3 4 2 3 4 Roof Plan SLOPE % 20 SLOPE % 20 \A1;4000 \A1;4000 \A1;4000 \A1;12000 A B C D \A1;6000 \A1;6000 \A1;6000 \A1;18000 1 2 3 4 SAGROD 12 SAGROD 12 \A1;1000 \A1;1000 \A1;1000 \A1;1000 Z180*60*3 Sagrodd12 Bracingd25 Side Eievation Z180*60*3 Sagrodd12 Bracingd25 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 \A1;6000 \A1;18000 4 3 2 1 \A1;1000 \A1;1000 Side Eievation Z180*60*3 Sagrodd12 Bracingd25 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 \A1;6000 \A1;18000 4 3 2 1 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 18*12*4 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 \A1;6000 \A1;30000 Foundation Plan F1=200*130*60 F2=120*120*60 6 5 4 3 30*12*6 \A1;F \A1;1 \A1;F \A1;2 \A1;6000 1 2 \A1;6000 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;2 \A1;F \A1;2 \A1;F \A1;2 1/2PL140*100*6 Z180*60*3 +7118 PL6 PL6 +6000 ±0.00 12000 FRAME-(1,6) PL6 PL1000*250*15 PL200*12 PL450*200*15 4000 4000 PL300*6 PL200*10 PL400*250*15 Sec (B) PL200*10 PL200*10 Sec (B) PL300*6 DE-1 Sec (A) PL6mm Sec (A) PL200*12 PL200*12 4000 1162 1162 PL6 PL200*12 PL6 PL400*250*15 PL1000*250*15 PL300*6 PL200*10 PL400*250*15 Sec (B) DE-1 A B D C PL6 PL200*12 PL400*250*15 SAGROD 12 SAGROD 12 12000 FRAME-(2,3,4.5) PL6mm Sec (A) PL200*12 PL200*12 SLOPE % 20 SLOPE % 20 \A1;4000 \A1;4000 \A1;4000 \A1;12000 \A1;6000 \A1;6000 \A1;6000 \A1;30000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 A B C D 6 5 4 3 1 2 Roof Plan Side Eievation Z180*60*3 Sagrodd12 Bracingd25 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 \A1;6000 \A1;30000 6 5 2 1 \A1;1000 \A1;1000 4 3 \A1;6000 \A1;6000 Bracingd25 Bracingd25 Bracingd25 Bracingd25 Bracingd25 Bracingd25 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 \A1;6000 \A1;30000 Foundation Plan F1=240*140*60 cm F2=120*120*60 cm 6 5 4 3 30*15*7 \A1;F \A1;1 \A1;F \A1;2 \A1;6000 1 2 \A1;6000 \A1;F \A1;2 1/2PL140*100*6 Z180*60*3 +8063 PL8 PL6 +7000 ±0.00 SLOPE15% 15000 FRAME-(1,6) PL8 PL1000*250*20 PL200*15 PL450*200*15 5000 5000 PL300*6 PL200*10 PL400*250*15 Sec (B) PL200*10 PL200*10 Sec (B) PL300*6 DE-1 Sec (A) PL8mm Sec (A) PL200*15 PL200*15 5000 1165 1165 A B D C PL250*15 PL400*250*15 SAGROD 12 FRAME-(2,3,4.5) SLOPE % 15 SLOPE % 15 \A1;6000 \A1;6000 \A1;6000 \A1;30000 \A1;1000 \A1;1000 Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 6 5 4 3 1 2 Roof Plan Side Eievation Z180*60*3 Sagrodd12 Bracingd25 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 \A1;F \A1;1 +5000 PL400*6 PL200*20 1/2PL140*100*6 Z180*60*3 PL8 PL6 PL8 PL1000*250*20 PL200*15 PL300*6 PL200*10 PL400*250*15 Sec (B) DE-1 PL1000*120*6 PL250*15 PL400*250*15 SAGROD 12 PL400*6 PL200*20 1/2PL140*100*6 Z180*60*3 +8063 PL8 PL6 ±0.00 15000 PL8 PL1000*250*20 PL200*15 PL450*200*15 Sec (A) PL8mm Sec (A) PL200*15 PL200*15 A B D C PL250*15 PL400*250*15 SAGROD 12 +5000 PL400*6 PL200*20 1/2PL140*100*6 Z180*60*3 PL8 PL6 PL8 PL1000*250*20 PL200*15 PL250*15 PL400*250*15 SAGROD 12 PL400*6 PL200*20 ±0.00 +4000 +5446 ±0.00 +4000 +5146 ±0.00 +6000 +7118 Wall Post Section PL300*6 PL200*10 COLUMN CANTILEVER PERSPECTIVE FLANGE STOP Z DE-1 PL150*200*10 O21HOLES 2M18 1/2PL200*200*10 ˆm‹—\U+06BA hj\U+0624—– ,h– `¸\U+200D lµ\U+0627\U+061F j‹\U+0639 tâk©hs‹â¢ -70 -60 +0:00 - d8@25cm C/C 4d16 10 40 10 40 10 lµ\U+0627\U+061F j‹\U+0639 a —|i— sâg› j\U+0630\U+0691‹ˆ ;—v'—œ `\U+0621,|œ r—m\U+060C f› hf¾—n jâq‹¯—\U+06BA 1-u‹—v f\U+200C\U+060C tâk©hs‹â¢ , lµ—,l\U+200D k£âk› 2-l‹”\U+0643\U+0621ni—\U+0686 hw”Œ hc kâ\U+06C1 , o—lâj\U+0691— hc kâ\U+06C1 nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;350Kg/m \A1;2 hs\U+200Câhk› h\U+0686 v,cœ f\U+200C\U+060C nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;28 \A1;AII \A1;210Kg/cm \A1;Fy=4000Kg/cm \A1;2 \A1;AII \A1;Fy=3000Kg/cm \A1;2 \A1;1000 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 SLOPE15% \A1;1000 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 Sec (A) SLOPE15% \A1;1000 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 Sec (A) \A1;1000 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 \A1;935 SLOPE15% Z180*60*3 Sagrodd12 Bracingd25 \A1;6000 \A1;6000 \A1;6000 \A1;30000 1 2 5 6 \A1;1000 \A1;1000 3 4 \A1;6000 \A1;6000 Bracingd25 ±0.00 +7000 +8063 +5000 Bracingd25 Bracingd25 Bracingd25 Bracingd25 3906 PL6 300 300 900 3000 PL8 1:100 5000 1:100 1:100 1:100 900 1:100 300 \A1;100 \A1;150 \A1;100 30*15*7m 200 200 400 250 150 50 50 PL400*250*15 PL450*200*15 50 100 150 100 100 100 100 100 100 100 1000 250 100 75 75 PL1000*250*20 VAR 4d25 d16@50cm c/c 10 60 10 10 , \A1;5000 \A1;5000 \A1;5000 \A1;15000 A B C D 1a \A1;35 6a Stiffner PL10 Stiffner PL10 B.1 B.2 B.2 B.1 Stiffner PL10 Stiffner PL10 B.1 B.1 \A1;P1 \A1;P2 \A1;P1 \A1;P1 \A1;5000 \A1;5000 \A1;5000 \A1;15000 \A1;1000 \A1;1000 A B C D \A1;P2 +7000 Bracingd25 Z180*60*3 Sagrodd12 Bracingd25 d20 HOLES 2*9M18 B2 125 150 400 250 150 50 50 PL400*250*15 B1 125 d28 HOLES d28 HOLES -70 -60 -20 \A1;35 \A1;F \A1;1 \A1;F \A1;2 \A1;F \A1;2 \A1;F \A1;1 1a \A1;35 6a \A1;35 sâg› j\U+0630\U+0691‹ˆ ;—v'—œ `\U+0621,|œ ohv; f› hf¾—n jâq‹¯—\U+06BA 18*15*4m lµ\U+0627\U+061F j‹\U+0639 tâk©hs‹â¢ -70 -60 +0:00 - VAR 4d25 d16@50cm c/c 10 60 10 10 d8@25cm C/C 4d16 10 40 10 40 10 lµ\U+0627\U+061F j‹\U+0639 a —|i— -70 -60 -20 \A1;60 1a \A1;60 4a 50 1973 1974 5920 5990 1973 PERLINE 180 80 P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1973 1974 5992 7000 1973 PERLINE P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1010 1010 (P1) (P2) 35 50 HOLESd14 500 35 500 HOLESd14 50 180 80 50 500 500 35 Wall Post Section PL300*6 PL200*10 COLUMN CANTILEVER PERSPECTIVE FLANGE STOP Z DE-1 ˆm‹—\U+06BA hj\U+0624—– ,h– `¸\U+200D 5201 PL6 300 300 800 2000 PL6 1:100 4000 1:100 1:100 300 200 200 400 250 150 50 50 PL400*250*15 PL450*200*15 50 100 150 100 100 100 100 100 900 200 100 50 50 PL900*200*15 d20 HOLES 2*9M18 B2 125 150 400 250 150 50 50 PL400*250*15 B1 125 d25 HOLES d25 HOLES B.1 B.2 B.2 B.1 B.1 B.1 +4000 Stiffner PL6 Stiffner PL6 Stiffner PL6 Stiffner PL6 100 \A1;1000 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;100 \A1;150 1/2PL140*100*6 Sec (A) \A1;1000 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;100 \A1;150 \A1;60 1a \A1;60 4a \A1;P2 \A1;P1 \A1;P2 \A1;1000 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;100 \A1;1000 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;945 \A1;100 1/2PL140*100*6 Sec (A) 1/2PL140*100*6 Sec (A) \A1;4000 \A1;4000 \A1;4000 \A1;12000 A B C D 1a \A1;60 6a \A1;60 lµ\U+0627\U+061F j‹\U+0639 tâk©hs‹â¢ -70 -60 +0:00 - d8@25cm C/C 4d16 10 40 10 40 10 lµ\U+0627\U+061F j‹\U+0639 a —|i— sâg› j\U+0630\U+0691‹ˆ ;—v'—œ `\U+0621,|œ ohv; f› hf¾—n jâq‹¯—\U+06BA 30*12*6m VAR 4d25 d16@50cm c/c 10 60 10 10 -70 -60 -20 Stiffner PL6 Stiffner PL6 PL200*12 Sec (A) B.1 B.2 B.2 B.1 1/2PL140*100*6 Z180*60*3 \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 SLOPE20% SLOPE20% SLOPE20% \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 SLOPE20% 1/2PL140*100*6 Z180*60*3 +7118 PL6 PL6 +6000 ±0.00 PL6 PL1000*250*15 PL200*12 PL450*200*15 Sec (A) PL6 PL200*12 PL6 PL400*250*15 PL1000*250*15 A B D C PL6 PL200*12 PL400*250*15 SAGROD 12 SAGROD 12 Stiffner PL6 Stiffner PL6 PL200*12 Sec (A) B.1 B.1 1/2PL140*100*6 Z180*60*3 \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 SLOPE20% \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 SLOPE20% Wall Post Section PL300*6 PL200*10 COLUMN CANTILEVER PERSPECTIVE FLANGE STOP Z DE-1 ˆm‹—\U+06BA hj\U+0624—– ,h– `¸\U+200D 3579 PL6 300 300 900 2000 PL6 1:100 6000 1:100 1:100 300 200 200 400 250 150 50 50 PL400*250*15 PL450*200*15 B2 125 150 400 250 150 50 50 PL400*250*15 B1 125 d25 HOLES d25 HOLES 1a \A1;60 6a \A1;60 \A1;P2 \A1;P1 \A1;P1 \A1;P1 \A1;P2 \A1;60 1a \A1;60 4a sâg› j\U+0630\U+0691‹ˆ ;—v'—œ `\U+0621,|œ ohv; f› hf¾—n jâq‹¯—\U+06BA 18*12*4m lµ\U+0627\U+061F j‹\U+0639 tâk©hs‹â¢ -70 -60 +0:00 - VAR 4d25 d16@50cm c/c 10 60 10 10 d8@25cm C/C 4d16 10 40 10 40 10 lµ\U+0627\U+061F j‹\U+0639 a —|i— -70 -60 -20 \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 SLOPE20% 1/2PL140*100*6 Sec (A) \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 SLOPE20% Stiffner PL6 Stiffner PL6 B.1 B.2 B.2 B.1 1/2PL140*100*6 Z180*60*3 +5146 PL6 PL6 +4000 ±0.00 PL900*200*15 PL200*10 PL450*200*15 Sec (A) PL6 PL200*10 PL400*250*15 PL900*200*15 A B D C Z180*60*3 PL6 PL200*10 PL200*10 PL400*250*15 SAGROD 12 SAGROD 12 SLOPE20% 1/2PL140*100*6 Sec (A) SLOPE20% Stiffner PL6 Stiffner PL6 B.1 B.1 \A1;60 1a \A1;60 4a \A1;P2 \A1;P1 \A1;P2 Wall Post Section PL300*6 PL200*10 COLUMN CANTILEVER PERSPECTIVE FLANGE STOP Z DE-1 ˆm‹—\U+06BA hj\U+0624—– ,h– `¸\U+200D 3671 PL6 300 300 800 2000 PL6 1:100 4000 1:100 1:100 300 200 200 400 250 150 50 50 PL400*250*15 PL450*200*15 PL900*200*15 B2 125 150 400 250 150 50 50 PL400*250*15 B1 125 d25 HOLES d25 HOLES \A1;150 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 \A1;150 \A1;150 \A1;100 \A1;100 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL150*200*10 O21HOLES 2M18 1/2PL200*200*10 50 100 150 100 100 100 100 100 100 100 1000 250 100 75 75 PL1000*250*15 d20 HOLES 2*9M18 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 \A1;150 \A1;150 \A1;945 100 \A1;40 150 200 100 70 \A1;40 \A1;10 100 PL150*200*10 AXE. GRADIN BEAM 50 50 PL150*200*10 O21HOLES 2M18 1/2PL200*200*10 \A1;1003 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 PL1000*120*6 PL1000*150*6 \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 \A1;100 \A1;1000 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;1003 \A1;150 \A1;1003 ,v· f—– 140 200 30 f¸\U+200D râvf—y› h\U+0686 DE-2 200 140 30 30 PL200*200*6 TOP SAGROD CONECTION BRACING CAST IRON ROUND BAR NUT WASHER Bracing ,v· —¢ 150 100 j¸£› L300*250 250 500 ANCHOR BOLT Rafter PURLIN FLANGE STAY DEATIL SAGROD CONECTION 4M12 O14HOLES 90*90 râxŒ 30 M12*40 HOLES O14 L=50*50 PURLIN PL170*150*6 Z180*60*3 1/2PL140*100*6 l\U+0691\U+0621œ Sagrod O12 Z180*60*3 Sagrod O12 ˆm‹—\U+06BA hj\U+0624—– t” × f› râx‹\U+0691— ˆm‹—\U+06BA hj\U+0624—– râx‹\U+0691— d25 4d25for main colum PL200*200*6 2d25for wall post 50 100 150 100 100 100 100 100 900 200 100 50 50 d20 HOLES 2*9M18 100 PL150*200*10 O21HOLES 2M18 1/2PL200*200*10 50 50 100 200 450 77 100 77 140 56 d20 HOLES 2*4M18 140 120 PL140*120*6 150 170 PL170*150*6 ,v· f—– 140 200 30 f¸\U+200D râvf—y› h\U+0686 DE-2 200 140 30 30 PL200*200*6 TOP SAGROD CONECTION BRACING CAST IRON ROUND BAR NUT WASHER Bracing ,v· —¢ 150 100 j¸£› L300*250 250 500 ANCHOR BOLT Rafter PURLIN FLANGE STAY DEATIL SAGROD CONECTION 4M12 O14HOLES 90*90 râxŒ 30 M12*40 HOLES O14 L=50*50 PURLIN PL170*150*6 Z180*60*3 1/2PL140*100*6 l\U+0691\U+0621œ Sagrod O12 Z180*60*3 Sagrod O12 ˆm‹—\U+06BA hj\U+0624—– t” × f› râx‹\U+0691— ˆm‹—\U+06BA hj\U+0624—– râx‹\U+0691— d25 4d25for main colum PL200*200*6 2d25for wall post 140 120 PL140*120*6 150 170 PL170*150*6 ,v· f—– 140 200 30 f¸\U+200D râvf—y› h\U+0686 DE-2 200 140 30 30 PL200*200*6 TOP SAGROD CONECTION BRACING CAST IRON ROUND BAR NUT WASHER Bracing ,v· —¢ 150 100 j¸£› L300*250 250 500 ANCHOR BOLT Rafter PURLIN FLANGE STAY DEATIL SAGROD CONECTION 4M12 O14HOLES 90*90 râxŒ 30 M12*40 HOLES O14 L=50*50 PURLIN PL170*150*6 Z180*60*3 1/2PL140*100*6 l\U+0691\U+0621œ Sagrod O12 Z180*60*3 Sagrod O12 ˆm‹—\U+06BA hj\U+0624—– t” × f› râx‹\U+0691— ˆm‹—\U+06BA hj\U+0624—– râx‹\U+0691— d25 4d25for main colum PL200*200*6 2d25for wall post 140 120 PL140*120*6 150 170 PL170*150*6 ,v· f—– 140 200 30 f¸\U+200D râvf—y› h\U+0686 DE-2 200 140 30 30 PL200*200*6 TOP SAGROD CONECTION BRACING CAST IRON ROUND BAR NUT WASHER Bracing ,v· —¢ 150 100 j¸£› L300*250 250 500 ANCHOR BOLT Rafter PURLIN FLANGE STAY DEATIL SAGROD CONECTION 4M12 O14HOLES 90*90 râxŒ 30 M12*40 HOLES O14 L=50*50 PURLIN PL170*150*6 Z180*60*3 1/2PL140*100*6 l\U+0691\U+0621œ Sagrod O12 Z180*60*3 Sagrod O12 ˆm‹—\U+06BA hj\U+0624—– t” × f› râx‹\U+0691— ˆm‹—\U+06BA hj\U+0624—– râx‹\U+0691— d25 4d25for main colum PL200*200*6 2d25for wall post 140 120 PL140*120*6 150 170 PL170*150*6 50 50 100 200 450 77 100 77 140 56 d20 HOLES 2*4M18 50 50 100 200 450 77 100 77 140 56 d20 HOLES 2*4M18 50 50 100 200 450 77 100 77 140 56 d20 HOLES 2*4M18 PL200*250*15 PL420*250*15 PL500*250*15 De.3 DE-3 250 420 PL420*250*15 75 75 100 160 100 160 PL200*200*10 PL200*200*10 PL200*200*10 PL6 PL6 PL300*6 Sec (C) PL200*10 PL200*10 PL300*6 Sec (C) PL200*12 PL200*12 PL300*8 Sec (C) PL250*15 PL250*15 PL300*6 Sec (C) PL200*12 PL200*12 6 6 6 6 6 6 6 6 Sec (C) Sec (C) Sec (C) Sec (C) Sec (C) Sec (C) Sec (C) Sec (C) PL300*8 Sec (C) PL250*15 PL250*15 6 6 PL300*8 Sec (C) PL250*15 PL250*15 6 6 PL300*6 Sec (C) PL200*12 PL200*12 6 6 PL300*6 Sec (C) PL200*12 PL200*12 6 6 6 6 6 6 6 6 6 6 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 PL200*200*10 200 200 PL200*200*10 4M14 PL200*200*10 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 PL6 100 50 50 50 75 75 1-u‹—v f\U+200C\U+060C tâk©hs‹â¢ , lµ—,l\U+200D k£âk› 2-l‹”\U+0643\U+0621ni—\U+0686 hw”Œ hc kâ\U+06C1 , o—lâj\U+0691— hc kâ\U+06C1 nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;350Kg/m \A1;2 hs\U+200Câhk› h\U+0686 v,cœ f\U+200C\U+060C nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;28 \A1;AII \A1;210Kg/cm \A1;Fy=4000Kg/cm \A1;2 \A1;AII \A1;Fy=3000Kg/cm \A1;2 , 1-u‹—v f\U+200C\U+060C tâk©hs‹â¢ , lµ—,l\U+200D k£âk› 2-l‹”\U+0643\U+0621ni—\U+0686 hw”Œ hc kâ\U+06C1 , o—lâj\U+0691— hc kâ\U+06C1 nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;350Kg/m \A1;2 hs\U+200Câhk› h\U+0686 v,cœ f\U+200C\U+060C nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;28 \A1;AII \A1;210Kg/cm \A1;Fy=4000Kg/cm \A1;2 \A1;AII \A1;Fy=3000Kg/cm \A1;2 , 1-u‹—v f\U+200C\U+060C tâk©hs‹â¢ , lµ—,l\U+200D k£âk› 2-l‹”\U+0643\U+0621ni—\U+0686 hw”Œ hc kâ\U+06C1 , o—lâj\U+0691— hc kâ\U+06C1 nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;350Kg/m \A1;2 hs\U+200Câhk› h\U+0686 v,cœ f\U+200C\U+060C nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . \A1;28 \A1;AII \A1;210Kg/cm \A1;Fy=4000Kg/cm \A1;2 \A1;AII \A1;Fy=3000Kg/cm \A1;2 , 200 200 4M14 100 50 50 50 75 75 200 200 4M14 100 50 50 50 75 75 200 200 4M14 100 50 50 50 75 75 ;—vt\U+0621l— l\U+0630\U+0621\U+0686 lµ‹—\U+061B w»¯› j—vd u âh¢ kµ‚› x\U+0621h± j\U+0621s‹¤ l¯—s’ l\U+0691 ©\U+061B k—z\U+0621 ;—vt\U+0621l— o\U+0621nhn 78 l\U+0630\U+0621\U+0686 50 1973 1974 5920 5990 1973 PERLINE 180 80 P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1973 1974 5992 7000 1973 PERLINE P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1010 1010 (P1) (P2) 35 50 HOLESd14 500 35 500 HOLESd14 50 180 80 50 500 500 35 100 \A1;40 150 200 100 70 \A1;40 \A1;10 100 PL150*200*10 AXE. GRADIN BEAM 50 50 50 1973 1974 5920 5990 1973 PERLINE 180 80 P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1973 1974 5992 7000 1973 PERLINE P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1010 1010 (P1) (P2) 35 50 HOLESd14 500 35 500 HOLESd14 50 180 80 50 500 500 35 100 \A1;40 150 200 100 70 \A1;40 \A1;10 100 PL150*200*10 AXE. GRADIN BEAM 50 50 50 1973 1974 5920 5990 1973 PERLINE 180 80 P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1973 1974 5992 7000 1973 PERLINE P U R L I N B E A M (Z-180) Z-180*3 \A1;180 60 \A1;3 1010 1010 (P1) (P2) 35 50 HOLESd14 500 35 500 HOLESd14 50 180 80 50 500 500 35 100 \A1;40 150 200 100 70 \A1;40 \A1;10 100 PL150*200*10 AXE. GRADIN BEAM 50 50

Language	English
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, clôture métallique, de fer, DWG, hall, iron, metal fence, schmiede tür, smithy door, steel, work

DWG_Blocks

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