Bolted Construction DWG Block for AutoCAD

Bolted Construction DWG Block for AutoCAD

Bolted construction; concrete retaining walls; 11 roofs; Bolted connections; the composite beam

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

or or, for or or, hchn, pla, hchn, pla, beam, beam, hchn, pla, hchn, pla, beam, pla, pla, pla, ipe, ipe, hole, bolt, hole, bolt, hole, bolt, hole, bolt, hole, bolt, ftof, ftof, ftof, brace, brace, brace, ftof, brace, ftof, brace, beam at level, ipe, ipe, ipe, ipe, ipe, column sec, connection, column sec, connection, column sec, connection, column sec, connection, column sec, connection, bot, section, pile type, bot, bot, bot, foundation strengtheing bar plan, foundation bot bar plan, foundation top bar plan, var, panel, section, section, nvc ndâhv, beam, beam, wwf, nvc ndâhv, ndâhv, beam, column, section, ndâhv, section, beame, ipe, ipe, ipe, ipe, ipe, beam, cover beam, cover beame, beame, sec, sec, cover beam, composit roof, ipe, ipe, beam, junctions ipe, ipe, ipe, ipe, ipe, junctions, beame, hxb, ipe, ipe, ftof, section, concrete wall, hole, bolt, at tow ward, section, out, at tow ward, at tow ward, at tow ward, ndâhv, hc nv, hc hc, nv nhvn., hc nv nv vh, nhn., hc nv nv, lœ hc ndâhv hc, vh nv, wall, iii, nv fân, gggggggggggggggggggg, fân vh, hc fân, hˆh hc xâv nv, f’c, iii, t œ, ndâhv nv aân., hc aân, nv hc hc nv, hc oân hc vh, hc vh, nv ndâhv hc ndâhv aân., hc hc, nv ndâhv nv aân, nv hc nv oân, nv nhnœ lœ aân nv, hc hc, lœ aân ndâhv nv aân., hc ndâhv, nhvn lœ aân., nv lœ, hc vh nv, lâvn nv hc lœ, nv hc, hc fânœ, nv iâh lœ, nv hc, hc j ƒ lœ aân, lœ nv vh, vsœ, vkà aân, nv lœ, aii, lâvn hc lœ, din, lâvn hc lœ, lâvn, full pene tration groove welds, ndt, fillet welds, nv lœ bvœ, wâvjœ hc, hc s à cnœ aân, hc hc, aân, j ƒ nv fâân, aân, lâân, hc hc hc ckà aân, hc s à cnœ aân., hc lœ aân, lœ hc hc, aân, nv lœ, nv hc t œ lâvn, jig, force, rest, lœ hc, ultrasonic, radiographic, magnetic particles, hc aân, oâvn’œ, hc fân, nv hc, lâhvn nv aân, din, ipe, ipe, scale, beam stair, ipe, ipe, ipe, ipe, ipe, ipe, ipe, ipe, ipe, ipe, ipe, ftof

Raw text data extracted from CAD file:

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300x100x15@500 2UNP10 or 12 or 14 lµ\U+0627\U+061F j‹\U+0639 f—nf ©i— 5 5 5 220 5 5 300 for 2UNP 10 or 12 or 14 t=15 W2 ) r\U+0627\U+0621`‹× ( D ) r\U+0627\U+0621`‹× ( D P B o\U+0628 Hchn o£ƒ o\U+0628 Hchn o£ƒ min=2t PLA min=2 PLA L L/3 2.5D 3D 3D 2.5D L1 NM1 W2 NM1 W1 2.5D 3D 3D 3D 2.5D L1 W2 W2 j‹\U+062Ehj\U+0624—–l¯•jµ—R\U+061Ff—Yf \U+0647i— P B L P B L P A L P A L 2.5D 2.5D 2.5D 2.5D P C L P B L 2.5D 2.5D ) r\U+0627\U+0621`‹× ( D P A NM1 P B L P B L 2cm 2cm b=10cm W2 P B L 2cm 2cm P B L P C L P A L W2 3D 5cm 5cm P B L b=10cm 2.5D 3D 3D 3D 2.5D L1 W1 W2 2.5D 2.5D L4 P B L ) r\U+0627\U+0621`‹× ( D o\U+0628 Hchn o£ƒ min=2 PLA P A NM1 L P B L P B L b=10cm P B L b=10cm NM1 W2 P B L P A L 2.5D 2.5D L3 P A L P B L NM1 L4 L3 Beam PL A L4+15cm a Beam b View-B VIEW-B L s\U+200C¦¢ f—– j‹\U+062E hj\U+0624—– f—Yf \U+0647 f› P A 2.5D 3D 3D 3D 2.5D L1 L3 NM1 NM1 W1 W2 2.5D 2.5D L4 L P B L P B L P A L 2.5D 2.5D ) r\U+0627\U+0621`‹× ( D o\U+0628 Hchn o£ƒ min=2t PLA W1 VIEW-A L3 P B L P B L P A L P B L NM1 P A 2.5D 3D 3D 3D 2.5D L1 NM1 NM1 W2 W2 2.5D 2.5D L4 L P B L P B P A L 2.5D 2.5D ) r\U+0627\U+0621`‹× ( D o\U+0628 Hchn o£ƒ min=2t PLA W1 P B L View-A View-B View-A View-A L3 P B L P A L P B L NM1 View-B View-B L4+15cm a Beam VIEW-B b L3 P B L D=5mm `”‹ž f—nf © PL A PL A `”‹ž f—nf © PL A P B L P B L P D L P B L P B L 3D 3D 3D 3D 2D 2D 2D 2D NM3 P B L b=10cm b=10cm P B L b=10cm P B L b=10cm P B L b=10cm 3D 3D 2D 2D 3D 3D 2D 2D P D L NM3 15mm 15mm \A1;40 \A1;40 \A1;220 \A1;2.5D \A1;2.5D \A1;2.5D \A1;2.5D \A1;2.5D \A1;3D \A1;3D \A1;3D \A1;2.5D \A1;L1 \A1;L3 \A1;2.5D \A1;2.5D \A1;L4 \A1;2.5D \A1;2.5D \A1;L3 \A1;L4+15cm \A1;a \A1;b \A1;L3 \A1;3D \A1;3D \A1;3D \A1;3D \A1;2D \A1;2D \A1;2D \A1;2D \A1;3D \A1;3D \A1;2D \A1;2D \A1;3D \A1;3D \A1;2D \A1;2D \A1;15mm \A1;15mm \A1;L4 \A1;L3 \A1;L4+15cm \A1;a \A1;b \A1;2.5D \A1;3D \A1;3D \A1;3D \A1;2.5D \A1;L1 \A1;L3 \A1;3D \A1;5cm \A1;5cm \A1;2.5D \A1;3D \A1;3D \A1;3D \A1;2.5D \A1;L1 \A1;2.5D \A1;2.5D \A1;L4 \A1;min=2 PLA \A1;2.5D \A1;3D 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\A1;187 \A1;398 \A1;926 \A1;412 \A1;990 \A1;450 \A1;402 \A1;450 \A1;831 \A1;1031 \A1;450 \A1;450 \A1;7x18cm \A1;7x30=210cm \A1;7x17.7 cm \A1;7x30=210cm \A1;7x18 cm \A1;7x30=210cm \A1;7x18 cm \A1;7x30=210cm \A1;7x18.3 cm \A1;7x30=210cm \A1;550 \A1;218 \A1;40 \A1;90 \A1;40 \A1;170 \A1;35 \A1;50 \A1;35 \A1;170 \A1;50 \A1;380 \A1;40 \A1;90 \A1;40 \A1;170 \A1;35 \A1;50 \A1;35 \A1;170 \A1;50 5 6 5 IPE 24 Beam_IPE24 IPE 24 Beam_IPE24 A 5 B Scale=1:10 B.PL-01 600x600x30 n=4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6PL250X120X15 D=10mm 2PL250X270X15 D=10mm 4PL250X142.5X15 D=10mm 12d32 HOLE 12d30 BOLT 4PL250X140X15 D=10mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12d32 HOLE 12d30 BOLT 6PL250X120X15 D=10mm 2PL250X270X15 D=10mm 4PL250X142.5X15 D=10mm 4PL250X140X15 D=10mm Scale=1:10 B.PL-02 600x600x30 n=5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12d32 HOLE 12d30 BOLT 6PL250X120X15 D=10mm 2PL250X270X15 D=10mm 4PL250X142.5X15 D=10mm 4PL250X140X15 D=10mm Scale=1:10 B.PL-03 600x600x30 n=1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12d32 HOLE 12d30 BOLT Scale=1:10 B.PL-04 600x600x30 n=2 6PL250X120X15 D=10mm 2PL250X270X15 D=10mm 4PL250X142.5X15 D=10mm 4PL250X140X15 D=10mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12d27 HOLE 12d25 BOLT Scale=1:10 B.PL-05 600x600x30 n=6 6PL250X120X15 D=10mm 2PL250X270X15 D=10mm 4PL250X142.5X15 D=10mm 4PL250X140X15 D=10mm -5.00 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF -5.00 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF -5.00 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF Sc =1:50 Brace BR-01 n=1 Sc =1:50 Brace BR-04 n=2 Sc =1:50 Brace BR-05 n=2 5 5 6 5 4 5 5 6 7 -5.00 2UNP120 FtoF 2UNP120 FtoF Sc =1:50 Brace BR-03 n=1 5 5 6 -5.00 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF 2UNP120 FtoF Sc =1:50 Brace BR-02 n=1 5 5 6 Beam at level Beam at level PL120x120x10 2PL100x100x10 D=8mm PL100x100x10 PL 500x300x20 PL 500x300x10 PL 500x300x20 â„ k»âb\U+0686 ;—l• Beam_B-1 5 5 5 5 5 5 5 Scale= 1:10 5 Beam_B-1 PL 500x300x20 5 5 B-1 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621 f› f—– s\U+200C⢠1/2PL100x100x8 5 5 5 5 10M28 (A325) 1/2PL100x100x8 10M28 (A325) 2PL550x300x25 1/2PL100x100x8 D=6mm PL120x120x10 2PL100x100x10 D=8mm PL100x100x10 PL 500x300x15 PL 500x270x10 PL 500x300x15 â„ k»âb\U+0686 ;—l• Beam_B-2 5 5 5 5 5 5 5 5 5 5 5 1/2PL100x100x8 2PL550x300x25 10M24 (A325) 1/2PL100x100x8 10M24 (A325) 2PL500x300x20 1/2PL100x100x8 D=6mm Scale= 1:10 5 Beam_B-2 PL 500x300x15 5 5 B-2 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621 f› f—– s\U+200C⢠PL120x120x10 2PL100x100x10 D=8mm PL100x100x10 PL 500x300x12 PL 500x250x10 PL 500x300x12 â„ k»âb\U+0686 ;—l• Beam_B-3 5 5 5 5 5 5 5 5 5 5 5 2PL500x300x20 1/2PL80x80x8 10M20 (A325) 1/2PL80x80x8 10M20 (A325) 2PL450x250x20 1/2PL80x80x8 D=6mm 2PL450x250x20 Scale= 1:10 5 Beam_B-3 PL 500x300x12 5 5 B-3 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621 f› f—– s\U+200C⢠PL120x120x10 2PL100x100x10 D=8mm PL100x100x10 PL 500x300x10 PL 500x250x10 PL 500x300x10 â„ k»âb\U+0686 ;—l• Beam_B-4 5 5 5 5 5 5 5 5 5 5 1/2PL90x90x8 2PL450x200x15 Scale= 1:10 5 Beam_B-4 PL 500x300x10 5 5 B-4 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621 f› f—– s\U+200C⢠8M20 (A325) 2PL450x200x15 1/2PL90x90x8 D=6mm 8M20 (A325) 1/2PL90x90x8 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621 f› f—– s\U+200C⢠5 IPE24 PL 500x200x10 5 5 Beam_IPE 24 5 PL120x120x10 Beam_IPE24 D=6mm PL100x100x10 PL 500x200x10 PL 500x220x6 PL 500x200x10 5 5 5 5 5 5 5 5 5 5 â„ k»âb\U+0686 ;—l• 8M18 (A325) 1/2PL80x80x8 2PL400x150x15 2PL400x150x15 1/2PL80x80x8 8M18 (A325) 1/2PL80x80x8 Scale= 1:10 5 IPE 22 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621 f› f—– s\U+200C⢠PL120x120x10 D=6mm PL100x100x10 PL 500x200x10 PL 500x200x6 PL 500x200x10 PL 500xbx10 5 5 5 Beam_IPE22 5 5 5 5 5 5 5 5 5 â„ k»âb\U+0686 ;—l• Beam_IPE22 8M16 (A325) 1/2PL70x70x8 2PL400x150x12 D=6mm 1/2PL70x70x8 5 2PL400x150x12 8M16 (A325) 1/2PL70x70x8 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› f—– s\U+200C⢠5 6M20 (A325) 5 5 5 5 5 2L 100x100x10 L=15cm 2L 100x100x10 L=15cm 6M20 (A325) IPE 20 Beam_IPE20 Beam_IPE20 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› —¢ s\U+200C⢠IPE 24 Beam_IPE24 2PL bx300x10 PL 220x100x6 Beam_IPE24 2PL 180x180x10 6M16 (A325) 5 5 5 5 5 5 5 5 5 5 5 5 2PL 180x180x10 6M16 (A325) 2PL 180x180x10 6M16 (A325) 5 5 5 5 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› —¢ s\U+200C⢠IPE 22 Beam_IPE22 2PL bx300x10 PL 200x100x6 Beam_IPE22 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 2PL 170x170x10 6M16 (A325) 2PL 170x170x10 6M16 (A325) 5 5 5 5 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› —¢ s\U+200C⢠IPE 20 Beam_IPE20 2PL bx300x10 PL 180x100x6 Beam_IPE20 5 5 5 5 5 5 5 5 2PL170x150x10 4M20 (A325) 5 5 5 5 2PL 170x150x10 4M20 (A325) 2PL 170x150x10 4M20 (A325) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 b Column Sec Connection b 142 C-C E-E D-D 150 B-B 138 A-A 142 144 F-F 120 5 b Column Sec Connection b 142 C-C E-E D-D 150 B-B 138 A-A 142 144 F-F 120 5 b Column Sec Connection b 142 C-C E-E D-D 150 B-B 138 A-A 142 144 F-F 120 5 Scale= 1:10 Beam_B-2 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› —¢ s\U+200C⢠B-2 Beam_B-2 2PL 250x210x10 6M20 (A325) 5 5 5 5 5 5 5 5 5 2PL 250x210x10 6M20 (A325) 5 5 5 5 5 5 5 5 5 PL 270x120x10 2PL bx300x15 2PL 250x210x10 6M20 (A325) 5 b Column Sec Connection b 142 C-C E-E D-D 150 B-B 138 A-A 142 144 F-F 120 Scale= 1:10 Beam_B-3 Beam_B-3 5 b PL 300xbx12 PL 250xbx8 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› —¢ s\U+200C⢠B-3 2PL 220x190x10 6M18 (A325) 5 5 5 5 5 5 5 5 5 5 5 5 5 2PL 220x190x10 6M18 (A325) 5 2PL 220x190x10 6M18 (A325) 5 5 5 5 5 Column Sec Connection b 142 C-C E-E D-D 150 B-B 138 A-A 142 144 F-F 120 -2.20 +1.00 +4.80 +7.70 +11.00 +14.30 +17.60 +20.90 +24.20 +27.50 +30.80 +33.50 -2.20 +1.00 +4.80 +7.70 +11.00 +14.30 +17.60 +20.90 +24.20 +27.50 +30.80 -2.20 +1.00 +4.80 +7.70 +11.00 +14.30 +17.60 +20.90 +24.20 +27.50 +30.80 +33.50 -2.20 +1.00 +4.80 +7.70 +11.00 +14.30 +17.60 +20.90 +24.20 +27.50 +30.80 -2.20 +1.00 +4.80 +7.70 +11.00 +14.30 +17.60 +20.90 +24.20 +27.50 +30.80 1 A 5 5 5 5 2 3 4 5 6 7 8 5 5 5 5 5 5 B C 5 d20@15 L=1200cm d20@15 L=1135cm d20@15 L=1200cm d20@15 L=1015cm d20@15 L=1050cm 1 A 5 5 5 5 2 3 4 5 6 7 8 5 5 5 5 5 5 B C 5 d20@15 L=1050cm 1 A 5 5 5 5 2 3 4 5 6 7 8 5 5 5 5 5 5 B C 5 10d20@15 L=400cm Bot d20@15 L=1200cm d20@15 L=1015cm d20@15 L=1200cm d20@15 L=685cm d20@15 L=585cm SECTION P-P d15 @15cm P P PILE TYPE P1 scale:1/25 22 d20 L=420cm 5 5 20d20@10 L=400cm Bot 5 10d20@15 L=400cm Bot 5 20d20@15 L=400cm Bot d20@15 L=1200cm d20@15 L=1065cm d20@15 L=1200cm d20@15 L=1065cm d20@15 L=900cm d20@15 L=1035cm d20@15 L=900cm d20@15 L=1035cm 22 d20 )n,v~‹× ( d8 @7cm 75cm 75cm 75cm 5 10 10 55cm Scale=1:100 Foundation Strengtheing Bar Plan Scale=1:100 Foundation Bot Bar Plan Scale=1:100 Foundation TOP Bar Plan 20cm 40cm ©,– hj\U+0624—>\U+06BA f—nf © L4 L3 W1 lµ\U+0643\U+061F f—Yf \U+0647 2UNP12 NM1 W2 ~30 L4 L3 L1 P C L P L B P L A L4 L3 ~45 ~60 L2 L2 L2 10 12 6M18 30 60 40 30 40 40 50 7 8 35 35 40 550X70X10 VAR 120 cm 120 cm 120 cm B B A A d6@30 L=60cm d8@40 L=60cm d10@50 L=60cm d6@30 L=60cm d8@40 L=60cm d10@50 L=60cm d6@100 L=90cm Panel 120x300 5 5 5 5 Section A-A SCALE=1:10 Section B-B SCALE=1:10 50cm 120x300 nvc f‹\U+060C `—k”\U+0691—\U+0686 ndâhv `—k• BEAM BEAM 2WWF 2d6 @24 L=75 32 cm 48 cm 120x300 `—k• BEAM BEAM WWF WWF nvc f‹\U+060C `—k”\U+0691—\U+0686 ndâhv b a b<60cm a<60 cm 40 cm 40 cm 2d6 2d6 A A d6@30 L=60cm d8@40 L=60cm d10@50 L=60cm d6@30 L=60cm d8@40 L=60cm d10@50 L=60cm 5 5 5 ˆm‹—\U+06BA l\U+0691—v ndâhv Sc =1:25 3D BEAM COLUMN d12@60 L=60cm d12@60 L=60cm 5 5 5 Section A-A SCALE=1:10 d6@30 L=60cm d8@40 L=60cm d10@50 L=60cm d12@60 L=60cm 5 10 cm d12@60 L=60cm ˆm‹—\U+06BA jµâd\U+200D hx\U+0621h½ f—caâi—\U+0686 f‹\U+060C `—k”\U+0691—\U+0686 ndâhv Sc =1:25 12 cm 10 cm 12 cm 10 cm d12@60 L=60cm or or or or or or or or or or or or or or or 50cm 10 cm d6@30 L=60cm d8@40 L=60cm d10@50 L=60cm d12@60 L=60cm or or or 50cm 10 cm 3cm 3cm O¦„k»¦T\U+0686f—g‘›Gl—Yœ 45° t/2 t D=7mm â„ k»âb\U+0686 ;—l• A A Section A-A SCALE=1:10 ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv `—\U+0686 s\U+200C⢠Sc =1:10 ˆm‹—\U+06BA hj\U+0624—– l»\U+0624”Œ j‹_\U+0621 f› s\U+200C⢠w»¯› cd\U+0621s\U+0621\U+0686 hj\U+0624—– ,v· hj\U+0624—– —¢ k‘‚Œ hj\U+0624—– —¢ s\U+200C⢠j_‹\U+0621 hw”Œ j_‹\U+0621 hw”Œ ,v· hj\U+0624—– t” \U+0636Œ ,v· i—\U+0686 cd\U+0621s\U+0621\U+0686 l¾—n– j‹\U+0621 ,v· s¬\U+200D ;  ©œ k‚‹£\U+060C ˆm‹—\U+06BA hj\U+0624—– '‹\U+0621nhv j‹_\U+0621i—\U+0686 â„ k»âb\U+0686 ;—l• Beame IPE 16 IPE 18 IPE 20 IPE 22 IPE 24 B 1 B 2 B 3 B 4 UNP60 L= 6 cm 7 cm 8 cm 9 cm 10 cm 15 cm ©,– xâ– f_\U+0621„ '‹\U+0621i—\U+0686 v,\U+0686 sµ¼ ;—l\U+0638âcd\U+200D 15 cm 12 cm 12 cm v,\U+0686 k£âk› l\U+0640¾‘Œ 51*51*51 `¹ hc 82v,c nh– f\U+200C Œ f— lµ—,l\U+200D l‚¬\U+0624› 250 kg/cm 2 UNP60 @35cm d10 @25 UNP60 @35cm d10 @25 Beam Beam Cover Beam Cover Beame Cover Beame UNP60 @35cm UNP60 @35cm Beame 100 cm A A B B SCALE=1:10 SC :1/10 Sec A-A SC :1/10 Sec B-B Cover Beam UNP60 @35cm 10cm 10cm Composit Roof v,\U+0686 k£âk› l\U+0640¾‘Œ 51*51*51 `¹ hc 82v,c nh– f\U+200C Œ f— lµ—,l\U+200D l‚¬\U+0624› 250 kg/cm 2 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621i—\U+0686 hw”Œ IPE18 IPE Beam_IPE PL hx85x6 5 5 5 5 5 5 5 5 IPE18 2PL160x130x10 4M18 (A325) Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621,v· i— IPE18 PL hxbx6 IPE18 5 5 5 5 5 5 5 5 2PL170x130x10 4M18 (A325) Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621i—\U+0686 hw”Œ IPE16 IPE Beam_IPE PL hx85x6 5 5 5 5 5 5 5 5 IPE16 2PL150x120x10 4M16 (A325) Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621,v· i— IPE16 PL hxbx6 5 5 5 5 5 5 5 5 IPE16 2PL170x110x10 4M16 (A325) Beam Junctions IPE h 200 IPE 22 220 IPE 24 180 IPE 20 160 IPE 18 B-1 Junctions PL-Beam Beame hxb B-2 B-3 B-4 300x119 270x120 250x71 250x96 Beam_IPE PL hx90x6 IPE20 2PL170x150x10 4M20 (A325) PL hxbx6 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621i—\U+0686 hw”Œ IPE20 IPE Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621,v· i— IPE20 5 5 5 5 5 5 5 5 IPE20 2PL170x150x10 4M20 (A325) 5 5 5 5 5 5 5 5 PL hxbx6 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621,v· i— IPE22 IPE22 2PL170x170x10 6M16 (A325) 5 5 5 5 5 5 5 5 5 Beam_IPE PL hx90x6 Scale= 1:10 ˆm‹—\U+06BA hj\U+0624—– j‹\U+0621 `âa‚Œ f› j‹\U+0621i—\U+0686 hw”Œ IPE22 IPE IPE22 2PL170x170x10 6M16 (A325) 5 5 5 5 5 5 5 5 5 5 ˆm‹—\U+06BA â„ k»âb\U+0686 O¦„k»¦T\U+0686f—g‘›Gl—Yœ 45° t/2 t ˆm‹—\U+06BA hj\U+0624—– ,vr\U+0691— f— q¬—l\U+200D l¸—,\U+0686 ˆm‹—\U+06BA hj\U+0624—– ,vr\U+0691— f— q¬—l\U+200D l\U+200C»—,\U+06BA â„ f— k»âb ;—l__• \A1;3mm \A1;3mm \A1;45° \A1;45° \A1;2 â„ f— k»âb ;—l__• Scale= 1:20 Det-01 Beam_IPE 22 2UNP120 FtoF 5 Scale= 1:20 Det-02 Beam_IPE 22 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 5 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 2PL bx300x10 PL 200x100x6 Beam_IPE 22 5 Scale= 1:20 Det-03 Beam_IPE 22 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 5 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 2PL bx300x10 PL 200x100x6 -5.00 -5.80 -7.00 5 5 5 d20@15cm Top&Bot d20@15cm Top&Bot d20@15cm d20@20cm Section C-C Scale=1:50 5 5 5 4 4 Concrete Wall Concrete Wall Concrete Wall Concrete Wall Concrete Wall Concrete Wall Concrete Wall Concrete Wall Concrete Wall Concrete Wall Scale=1:10 B.PL-Stair 400x300x15 2 L100X100X10 L=12cm 2 L80X80X8 L=10cm 4d22 HOLE 4d20 BOLT 5 5 5 5 5 5 5 5 D=6mm D=6mm d14@20cm at tow ward d18@20cm 5 +1.00 -2.20 -5.00 5 -5.80 5 5 Section D-D Scale=1:50 in out 5 5 5 d18@20cm at tow ward d10@60cm 15cm 12cm 12cm 5 d14@20cm at tow ward d18@20cm at tow ward 5 5 5 5 5 ˆm‹—\U+06BA s\U+200C⢠i— ˆm‹—\U+06BA tâk©hs‹â¢ , a£\U+061F , ndâhv p—m• d20@15 L=750cm d20@15 L=195cm d20@15 L=750cm d20@15 L=195cm d20@15cm Top&Bot d20@20cm d20@15cm 5 5 5 5 SC=1:20 PL 1 5 5 5 5 5 5 5 5 5 5 5 5 PL 1 5 5 5 PL 1 SC=1:20 PL 2 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 2 SC=1:20 PL 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 3 PL 3 PL 2 SC=1:20 PL 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 4 PL 4 PL 2 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 2 PL 2 PL 2 PL 2 PL 2 PL 2 PL 2 SC=1:20 PL 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 5 PL 5 5 5 5 PL 1 PL 1 PL 2 PL 3 PL 3 PL 2 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 4 PL 5 PL 5 PL 2 PL 2 PL 2 PL 2 PL 2 PL 2 PL 2 PL 2 PL 4 PL 4 PL 2 PL 3 PL 3 PL 3 PL 3 PL 3 PL 3 SC=1:20 PL 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL 6 PL 6 PL 2 PL 2 PL 2 PL 2 PL 1 PL 1 PL 4 PL 4 PL 1 PL 1 PL 1 PL 1 PL 1 PL 1 PL 2 PL 2 PL 2 PL 2 PL 2 SC=1:20 PL 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 2 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 2 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SC=1:20 PL 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1- ;”‹› kµ‚› i— f—d© r‘• hc h\U+0621h¨ jâs\U+0628 `‹£—k\U+0640—v l\U+0627—g¾› , nv wâv\U+06BA u©¥ i£—i \U+0643Œ f› l‚—,v l ¾\U+0640¹ '\U+0621nn . 2- `‹£—k\U+0640—v f—d© `¹ hc j\U+0691‹› kµ‚› i—\U+0686 ;—v'—iŒ , ho… j—m‹©d› hc l‚—,v hr©h¥ f› s—o\U+200D , 3- nv v,\U+0686 ;”‹› `”—k\U+0691— , £µ—x\U+061F , ˆm‹—\U+06BA hf¾—n kâa\U+200C› a©œ f\U+0621 lµ‹—\U+061B f\U+0621j\U+0621\U+0686 nhvn. 4- i‹\U+0636\U+0643âk› j\U+0630\U+0691‹ˆh\U+06BA s \U+0643‹\U+060C hc r‘‹• l¬—c¢ '—,w ©,r\U+0691— j—s‹¸—\U+06BA l\U+0640—k‹\U+0640Œ , y‹\U+0621œ ;› t‚—v Hk\U+0691— f\U+0621 hs\U+0640”\U+200D hc f—vi—\U+0686 nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ nv x\U+0621hpŒ s \U+0643‹\U+060C j\U+0621 f—a© vh k‘—d© f©,¢ j—m‹© l\U+0691 ©\U+061B l¯—s’ f\U+0621 v,\U+0686 ;»\U+0691— r\U+0621hv nhn. k\U+0624’ hs\U+0640”\U+200D k£—d© . (Shop Drow) ,hvn f\U+0621 hs\U+0640”\U+200D k‘—d© hc f—v ck©œ nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ nv x\U+0621± f\U+0621h\U+0686 i\U+0621 x‘µ› j\U+0630—,c k£—d© . 6- ;”‹› ndâhvi—\U+0686 nho”Œ , o—vŒ lŒ jâhk© hc kâ\U+06C1 ndâhv s‘\U+0641 , d— hc s»—– l\U+0630â½ f— 7- lµ—,l\U+200D l\U+0630—c o—\U+0642 l¯• hp©h\U+06AF s—o\U+200C£—¢ l¾—n– , j‹\U+0639 o—\U+0642 hc k\U+062D\U+0621 Hm‹\U+060C k—l› 0082 j‹\U+0639 nv k\U+062D\U+0621 '\U+0621t\U+200C› a©œ hs\U+200D . 8- cd\U+0621 `Œ i— , a —|i— f\U+200C\U+060C l\U+0643\U+0621 f— u‹—v 051 ;‹”â'\U+0621¥ s‹£—¢ ,f— q¬—l\U+200D 01 s—k\U+200C‹£\U+200C\U+0621 h\U+0621h '\U+0621nn . ,c¢ l¬\U+0624â\U+0626 058 ;‹”â'\U+0621¥ nvl\U+200C\U+0621 l\U+0640¾’ f—a© . 5- l\U+0624—h s—o\U+200C£—kŒ l\U+0624\U+0621tŒ vh f—d© f\U+0621 v,\U+0686 sµ¼ hs\U+0640”\U+200D f\U+0624âv\U+06BA `\U+0621h; ©œ `¬ƒ k£ân . nv hd\U+060C lâhvnt‚—v 3D Wall III 1- f\U+200C\U+060C l\U+0624\U+0621tŒ hc kâ\U+06C1 f\U+200C\U+060C l¾£âgŒ f— ,c¢ l¬\U+0624â\U+0626 o‚\U+0641 0052 ;‹”â'\U+0621¥ f\U+0621 l\U+200C\U+0621 l\U+0640¾’ , j—f\U+061F lµ\U+0621vh\U+06BA b;\U+0621 a©œ nv Hm‹\U+060C k—l› f\U+200C\U+060C Hf— oâhi© fân . 2- lµ—,l\U+200D t‚—v\U+0686 p©hr• ) ( ;”‹› f\U+200C\U+060C i— f\U+0621hf\U+0621 oâhi© fân.lµ—,l\U+200D f\U+200C\U+060C f\U+0621 hs—\U+061B Hcl—dƒ G GGGGGGGGGGGGGGGGGGGG k£âk› i—\U+0686 hs\U+200Câhk› h\U+0686 hs\U+200C—k©hvn82 v,cœ Hcl—d‚\U+0643—iŒ j¾‹‹\U+060C oâhi© a© . nv wâv\U+06BA Hcl—dƒ k£âk› i—\U+0686 l\U+0640¾‘Œ lµ—,l\U+200D xâv\U+0686 oâhi© fân ;› p©hr• lµ—,l\U+200D tâ· )hs\U+200Câhk› h\U+0686( vh j—l‹\U+060C k£—d© . 3- kâ\U+06C1 s‹£—¢ l\U+0624\U+0621tŒ f— jâ› f› a\U+0621hd\U+0628 l¯‹\U+0627Œ l \U+0627µ› , kâ\U+06C1 o—\U+0642 l¯• , s—d\U+0621 `—vhl\U+200C\U+0621i—\U+0686 l\U+0691¤ hk\U+200C¬—“ '\U+0621nn . 4- ;”‹› l‹”\U+0643\U+0621ni— hc kâ\U+06C1 H©hv , f— lµ—,l\U+200D —v\U+0686 a©¢ oâhi© fân . 5- ;”‹› Hv£—jâvi— fâg\U+200C\U+0691— gâg› i— , s—d\U+0621 hˆh f—d© r‘• hc f\U+200C\U+060C vdˆ\U+0686 f› xâv ;—l• nv l¯• l¸\U+200Cµ\U+0621 f—a © . 6- f\U+0621d©¢ , o¤ ;\U+0621n¢ ;”‹› l‹”\U+0643\U+0621ni— f—d© f› wâv\U+06BA s\U+0621n hk\U+0630—¥ a_ân . f'c A III 9- u”—l\U+200D k‚—k\U+0643\U+0621 hj\U+0624—– '‹\U+0621nhv lŒ f—a© . 2 0.8 Kg/cm 2 250 Kg/cm 2 Fy=4000 Kg/cm l‚¬\U+0624—\U+06BA t Œ u£âlŒ l‚¬\U+0624—\U+06BA f\U+200C\U+060C 3- t—w”› f—c aâi— j— ; —vœ i—\U+0686 ndâhv f—d© p©hr• 057 l‹”Œ l\U+200C\U+0621 nv k\U+062D\U+0621 '\U+0621t\U+200C› aân. 4- l‹”\U+0643\U+0621n i—\U+0686 hj\U+0624—– f—d© f‹\U+060C a‘\U+0640› â„ a©œ , i¸\U+200C› u—d¶ r\U+0621hv '\U+0621t\U+200C› , f› a‘\U+0640› â„ a©œ l\U+200C\U+0624• aâk©. 21- f—d© i£ˆl—¢ f— ;—v k\U+0624’ j—s‹¸—\U+06BA kµ‚› i—dŒ ⢠s—o\U+200D hc j—s‹¸—\U+06BA f\U+0621rŒ , l\U+0640—k‹\U+0640Œ jâ;—v j\U+0691‹› aân f› xâv\U+0686 ;› nv wâv\U+06BA f\U+0621,c l‚\U+0640”—\U+06BA hp\U+200C£—gŒ l¯• , l¸‹\U+0621 nr‹¶ j—s‹¸—\U+06BA l‚¬\U+0625 f—a©. 31- nv p—g\U+200CŒ ;› hf¾—n f—caâ ;â\U+0640\U+200C\U+0621 hc .4 s—k\U+200C‹£\U+200C\U+0621 f—a© k‹—c\U+0686 f› hs\U+200C»—nœ hc a‘\U+0640› hvd’ , jµâd\U+200D nv 'âa› f—caâ k£Œ f—a©. 3D 1- `—k”\U+0691—\U+0686 y‹\U+0621 f—vf\U+0621 f› u âh¢ hˆh\U+0686 ©h ;  ©œ s—o\U+200C£—¢ f› ;—v f\U+0621nœ lŒ aâk© , f—d© f—v eµ”Œ k—aŒ hc ,c¢ oân , i£\U+0636 ‹\U+060C f—v —k‘Œ k—aŒ hc cgˆg› vh f› u âh¢ r\U+0627¾—\U+06BA hg¯—rŒ s—o\U+200C£—¢ , ndâhvi—\U+0686 o—vŒ k—aŒ hc f—n l\U+0627—f¶ l‘¯\U+0688 a‚¤ lµ\U+0621vh\U+06BA l”Œ s—o\U+200C£—¢ vh j¯£• k£—d©. 2- nv i\U+0621 ndâhv `—k”Œ s\U+0627 f—caâi— k‘—d© hc 3/1 s\U+0627 ;—l• ndâhv f‹‚\U+200C\U+0621 aân. 5- f\U+0621h\U+0686 ”â'‹\U+0621\U+0686 hc hd\U+0630—n j\U+0621\U+0642 n,v f—caâi— g—c¥ hs\U+200D hc jâv\U+0686 i—\U+0686 Hl—nœ n,v f—caâ hs\U+200C»—nœ '\U+0621nn. 6- nv l¯• hj\U+0624—– n, ndâhv u£ân f\U+0621i¤ l‹”\U+0643\U+0621ni—\U+0686 hj\U+0624—– a\U+0640• nv l¯• jµ—x\U+061F f—d© xâv\U+0686 ¸‘‹©œ aân , u£ân f\U+0621 i¤ r\U+0621hv '‹\U+0621k© j— j‚\U+0640‹• o—lâ\U+06BA f¸\U+200C› ni ©. 7- g—c¥ hs\U+200D —vâf\U+0691—\U+0686 nv , ` \U+0630\U+0621œ `‹ƒ hc f\U+200C\U+060C `—aŒ , i£\U+0621hœ f— k\U+0624’ `—k• nv l¯• oân f› wâv\U+06BA a—râgŒ r\U+0621hv '\U+0621t\U+200C› f—a ©. 8- h\U+0621h¨ s‹¸\U+200C¤ j—s‹¸—\U+06BA l\U+0640—k‹\U+0640Œ nv s—cœ i—\U+0686 `—k”Œ f› wâv\U+06BA v, ;—v j\U+0621‹° nhnœ lŒ aân nv wâv\U+06BA hs\U+200C»—œ hc s‹¸\U+200C¤ jâ;—v g—c¥ hs\U+200D gâg› i—\U+0686 l\U+0621fâx› hc  ¹ `”‹£\U+0621\U+0686 f—a©. 9- jâw‹› lŒ aân ;• q¬—l\U+200D ndâhv `—k”Œ nv d\U+0641 l\U+0621p”› f\U+200C\U+060C `—aŒ aân. 01- g—c¥ hs\U+200D f\U+200C\U+060C `—aŒ ndâhvi— hc `—d‹\U+060C f› s£\U+200D f—g—\U+0686 ndâhv wâv\U+06BA '‹\U+0621n. 11- hj\U+0624—– ndâhvi—\U+0686 y‹\U+0621 f—vf\U+0621 f— l‹”\U+0643\U+0621n i—dŒ ;› j \U+0691— f› j‹\U+0621 târ—kŒ , d— nh– sµ¼ hj\U+0624—– nhvn j—l‹\U+060C lŒ aân. hd\U+060C l\U+0691—vi— f—d© r—f”‹\U+200D f—vf\U+0621\U+0686 —k‘Œ f› u âh¢ r\U+0627¾—\U+06BA hg¯—rŒ s—o\U+200C£—¢ vh nha\U+200C› f—a ©. f\U+0621h\U+0686 hvh\U+0686 hd\U+060C ndâhvi— , u©¥ —f\U+0630—dŒ nv r¸£\U+200D târ—kŒ , j¯\U+200C—kŒ j£\U+0691‹©h\U+06BA g—c¥ f\U+0621h\U+0686 hj\U+0624—– f› sµ¼ , ;¼ f—d© hd\U+0630—n '\U+0621nn ;› ˆm‹—\U+06BA hj\U+0624—– H¢ f› hs\U+0640”\U+200C\U+0691—\U+0686 t”ˆ\U+0686 nv kµ‚› i— Hl©œ hs\U+200D. l”—p\U+062D—\U+06BA h\U+0621hdŒ s—o\U+200D , k\U+0624’ ndâhvi—\U+0686 7-xâ– o¤ Hvl—jâv i—\U+0686 tâk©hs‹â¢ ,xâ– i¤ `âa—kŒ nv ,w”› l‹”\U+0643\U+0621ni— lŒ f—a©. 16d 68d 1- `‹£—k\U+0640—v f—d© r‘• hc a\U+0621,\U+06C1 u£”‹—\U+06BA s—o\U+200C£—kŒ ;”‹› hk©hcœ '…hv\U+0686 i— vh nv kµ‚› i—\U+0686 l¾£—v\U+0686 , s—cœ , j—s‹¸—\U+06BA l\U+0640—k‹\U+0640Œ , f\U+0621rŒ l\U+0627—g¾› ,nv wâv\U+06BA u©¥ i£—i \U+0643Œ f› l‚—,v hx”—\U+06C1 ni© . 2- tâg—n lâvn hs\U+200C»—nœ nv s—o\U+200D s—cœ hc kâ\U+06C1 f— p©hr• lŒ f—a© . St 37-2 2 Fy=2400 Kg/cm 5- hg\U+0640\U+200C\U+0621,ni—\U+0686 l\U+0624\U+0621tŒ nv s—o\U+200D hs\U+0640”\U+200D t”ˆ\U+0686 hc kâ\U+06C1 ) (, d— ) (hs\U+200C—k©hvn a©œ d— p©hr• f— l‚¬\U+0624—\U+06BA ) ( lŒ f—a© . 7- hg\U+0640\U+200C\U+0621,ni—\U+0686 l\U+0624\U+0621tŒ f—d© ;—l”— o‚\U+0641 f—a© . 8- âa\U+0640—v\U+0686 `—d‹\U+060C j\U+0621 hc 5- nv› s—k\U+200C‹\U+0643\U+0621hn y‹\U+0621 l\U+0630—c fânœ l\U+0643\U+0621 f— j£\U+0691‹©h\U+06BA o—\U+0626 ns\U+200C\U+0643—œ k\U+062D—v\U+06BA hk\U+0630—¥ '‹\U+0621n . 9- âa\U+0640—v\U+0686 nv l¾\U+0621´ ;âvh¢ iâh y‹\U+0621 l\U+0630—c lŒ f—a© . 01- ,w”› nv hu²—\U+0686 hw”Œ s—cœ )s\U+200C⢠, `• ,...( j \U+0691— f— h—cœ \U+0686 ns\U+200C\U+0643—œ k\U+062D—v\U+06BA , f— hs\U+200C»—nœ hc â„ k»âb\U+0686 ,f— t—w”› \U+0686 l —s’ hc kµ—\U+0629 p©h;\U+0698\U+0621 j ƒ hd\U+0630—n '\U+0621nn.l¯”› ,w”› lŒ f—d© vhndâ'\U+0621htŒ aân . 11- s—ck©œ lŒ f—d© v,„ âa\U+0640—v\U+0686 r\U+0627¾—\U+06BA nv ;—vo—k› , ;—v'—œ vh \U+0691\U+200D j—m‹© ;—vt\U+0621l— hvhm› k£ânœ , j— nvd—t\U+200D j—m‹©d› & l\U+0630—c f› i‹\U+0636\U+0643âk› u£”‹—\U+06BA âa\U+0640—v\U+0686 k£Œ f—a© . l¬\U+0621“ ) ( f—c vsŒ '\U+0621nn . vkà k—t… ; \U+200C\U+0621– aân . 41- ; \U+200C\U+0621– s¬\U+200CŒ t”ˆ â„ , t”ˆ l‘ — nv l \U+0627µ› âa\U+0640—v\U+0686 f\U+0621 hs—\U+061B p©h;\U+0698\U+0621 s¬\U+200CŒ lŒ f—d© hk\U+0630—¥ '\U+0621nn . AII 3- hk\U+0640\U+0621fâg\U+200D i—\U+0686 lâvn hs\U+200C»—nœ hc kâ\U+06C1 lµ—,l\U+200D f—g— ) ( lŒ f—a© . DIN 8.8 4- l\U+0691\U+0621œ i—\U+0686 lâvn l\U+0624\U+0621½ \U+0691\U+200D f¸\U+200C\U+060C hk\U+0640\U+0621fâg\U+200D i— hc kâ\U+06C1 hu”— ) ( lŒ f—a© . 6- s—dˆ hg\U+0640\U+200C\U+0621,ni—\U+0686 l\U+0624\U+0621tŒ 52/3 , 4 , 5 f\U+0621 p¸’ lâvn âa\U+0640—v\U+0686 f\U+0621 hs—\U+061B ns\U+200Câv ;—v ns\U+200C\U+0643—œ k\U+062D—v\U+06BA lµ‹¤ j¾‹‹\U+060C oâhi© a© . AMA-1118 AMA-2000 ASTM-E6013 FULL PENE TRATION GROOVE WELDS 21- ;”‹› âa\U+0691—\U+0686 k»âb\U+0686 ) ( lŒ f—d© jâs\U+0628 Hcl—d‚\U+0643—i\U+0691—\U+0686 y‹\U+0621 NDT FILLET WELDS 31- âa\U+0691—\U+0686 'âa› ) ( nv j‹\U+0621i—\U+0686 hw”Œ , s\U+200Câk\U+0691— lŒ f—d© jâs\U+0628 v,„ bvœ l\U+062A —g‹¸Œ , d— 51- ;”‹› f\U+0621a\U+0640—v\U+0686 i—\U+0686 ,v· & k—,nhkŒ & k‘‚Œ , y‹\U+0621œ jâs\U+0628 '‹âj‹\U+060C ,l—a‹\U+060C f\U+0621„ f\U+0621rŒ hk\U+0630—¥ '‹\U+0621n , nv wâvjŒ ;› l\U+0630‘âv f—a‹¤ \U+0691\U+200D f\U+0621a\U+0691—\U+0686 ,vr\U+0691—\U+0686 f—g—\U+0686 52l‹”‹£\U+200C\U+0621 hc ns\U+200C\U+0643—œ f\U+0621„ hjâl—j‹\U+0641 hs\U+200C»—nœ k£—m‹¤ f¾© hc f\U+0621„ & l¯• f\U+0621„ f—d© f— ns\U+200C\U+0643—œ t\U+0621c ;—l”— s à cnœ aân . 61- \U+0691\U+200D s—o\U+200D s\U+200C⢠i— & `• i— , o\U+0621`—i— hc )a—f”⢠(hs\U+200C»—nœ '\U+0621nn j— hc i\U+0621'âk› huâ—\U+0632 ,j\U+062A‹‹\U+0621 a\U+0640• nvp‹\U+060C s—o\U+200D ”â'‹\U+0621\U+0686 aân . 71- \U+0691\U+200D âa\U+0640—v\U+0686 r\U+0627¾—\U+06BA )s\U+200C⢠i— , j‹\U+0621i— ( k‘—d© r\U+0627¾› vh f—c,v ) (,hvna—f”⢠;\U+0621nœ , âa\U+0640—v\U+0686 k£—m‹¤ j— j ƒ i—\U+0686 p‘¹ a©œ nv r\U+0627¾—\U+06BA fâân k‹—d© . f\U+0627âv ;”Œ ;”‹› hu²—¨ i\U+0621 r\U+0627¾› f—d© f\U+0624âv\U+06BA vhp\U+200D ) ( âa\U+0640—v\U+0686 aân . 81- vu—d\U+200D ;”‹› j”\U+0621hk¹ i—\U+0686 s—o\U+200D , k\U+0624’ hs\U+0640”\U+200D f\U+0621hs—\U+061B Hm‹\U+060C k—l› i—\U+0686 lâân ;‚âv\U+0686 )k‚\U+0621d› 55( , f‹\U+060C hg£””Œ h‘—v\U+0686 lŒ f—a© . 91- ;”‹› â„ i—\U+0686 u£µŒ f\U+0624âv\U+06BA k»âb ;—l• , â„ i—\U+0686 j¬\U+200D f\U+0624âv\U+06BA ck\U+0630‹\U+0621\U+0686 hk\U+0630—¥ '‹\U+0621n . 02- r‘• hc âa\U+0640—v\U+0686 , f¾© hc âa\U+0640—v\U+0686 , r‘• hc h\U+0621h\U+0686 q© ckà ;”‹› r\U+0627¾—\U+06BA f—d© j£‹ˆ;—v\U+0686 aân . 12- f¾© hc `­ ;\U+0621n¢ ,v· i—\U+0686 s\U+200C⢠i— , hj\U+0624—g—\U+06BA , s—d\U+0621 r\U+0627¾—\U+06BA & l¯• `­ i— f— ns\U+200C\U+0643—œ t\U+0621c s à cnœ aân. 22- f¾© hc i\U+0621 `—\U+061B âa\U+0640—v\U+0686 v,f—vœ )'•( â„ f— f\U+0621\U+061B )t\U+0621›( f\U+0621rŒ f\U+0621nha\U+200C› , j£‹ˆ lŒ aân , `—\U+061B f¾©\U+0686 h\U+0621h lŒ '\U+0621nn . 32- j \U+062D‹¤ kâf\U+200D âa\U+0640—v\U+0686 lŒ f—d¸\U+200D xâv\U+0686 f—a© ;› hc i\U+0621 'âk› j\U+062A‹‹\U+0621 t\U+0621¥ r\U+0627¾—\U+06BA hc a\U+0640• i ©sŒ ;—l• f› a\U+0640• y‹\U+0621 i ©sŒ ”â'‹\U+0621\U+0686 aân . 42- l‹ ‹£¤ f¾© â„ i— nv hd\U+060C hs\U+0640”\U+200D 6 l‹”‹£\U+200C\U+0621 , d— )i\U+0621 ;©h¥ ;› p—;¤ f—a©( lŒ f—a©.) q¬—l\U+200D r\U+0627¾› k—c\U+0642 j\U+0621 lŒ f—a©( . 52- nv âa\U+0640—v\U+0686 hs\U+0640”\U+200D hc âa\U+0640—v\U+0686 ;› w”—p‹\U+200D t Œ hk\U+0691— lâvn j—m‹© a\U+0621;\U+200D k»\U+200D d— s—d\U+0621l<s¸—\U+06BA n,g\U+200CŒ l¾\U+200C‘\U+0621 vs‹©œ & f—a© hs\U+200C»—nœ lŒ '\U+0621nn . -v,„ l—,vh\U+0686 wâv\U+06BA JIG FORCE REST 0.8t t -v,„ `\U+0621jâk\U+0643—v\U+0686 -v,„ bvh\U+06BA l\U+062A —x‹\U+0624Œ 62- \U+0691\U+200D f—cvsŒ , ; \U+200C\U+0621– ;‹»‹\U+200D â„ lŒ f—d¸\U+200D hc v,„ i—\U+0686 cd\U+0621 hs\U+200C»—nœ '\U+0621nn. ULTRASONIC RADIOGRAPHIC MAGNETIC PARTICLES 72- ;”‹› âa\U+0640—v\U+0686 i— )hu¤ hc k»âb\U+0686 &j¬\U+200D 'âa› , y‹\U+0621œ ....( f—d© jâs\U+0628 ns\U+200C\U+0643—œ nd —¥ d— ndˆ– hk\U+0630—¥ '‹\U+0621n . 82- k¯âœ j \U+062D‹¤ Hl\U+0638\U+0621 , kâ\U+06C1 hg\U+0640\U+200C\U+0621,n , s—d\U+0621 uâhl• f—d© xâv\U+0686 f—a© ;› f¾© hc i\U+0621 `—\U+061B âa\U+0640—v\U+0686 & n,f—vœ â„ vhp\U+200D hc v,\U+0686 â„ f” © aân . 92- Hl\U+0638\U+0621 âa\U+0640—v\U+0686 k‘—d© xâv\U+0686 f—a© ;› k¯âœ b,“ f—u\U+0688 oâvn'Œ t”ˆ â„ aâk©œ '\U+0621nn. , h'\U+0621 hd\U+060C hj»—· f‹»\U+200C© `‹£—k\U+0640—v l¸¦â– o¸—v\U+06BA i—\U+0686 k—aŒ hc âa\U+0640—v\U+0686 hs\U+0640”\U+200D oâhi© fân . 03- s\U+0627â âa\U+0640—vd\U+0691— )› k»âb\U+0686 › 'âa› , j¬\U+200D ( ;—l”— f—d© w—½ f—a© . 23- ;”‹› `‹× i—\U+0686 l\U+0624\U+0621tŒ nv s—o\U+200D , k\U+0624’ hs\U+0640”\U+200D f—d© hc kâ\U+06C1 hu”—¨ '—gâhk‹ˆœ ) ( ,d— ) ( f—a©& l\U+0643\U+0621 hd\U+060C ;› lâhvn o—\U+0626 nv kµ‚› i— r‹© aân . 13- ;”‹› âa\U+0640—vd\U+0691— f—d© u—v\U+0686 hc i\U+0621'âk› j¬”¬• f—a© . DIN 8.8 A325 l‚¬\U+0624—\U+06BA s—cœ t”ˆ\U+0686 33-j£—lŒ âa\U+0691—\U+0686 lµ—x\U+061F s—o\U+200C› a©œ f— ,v· f—d© f› wâv\U+06BA s\U+0621j—s\U+0621\U+0686 f—a©. jâq‹¯—\U+06BA -1.32 +2.26 +5.34 +8.62 +11.92 +15.22 +18.52 +21.82 +25.12 +28.42 -3.28 +2.53 +7.14 +9.90 +13.20 +16.50 +19.80 +23.10 +26.40 +29.70 -0.08 5 5 6 -4.34 -5.00 -3.08 d12 @20cm UNP6 @30cm L=7cm IPE 20 2PL150x150x10 4M18 (A325) 1 IPE 20 Scale = 1:25 Beam Stair d12 @20cm UNP6 @30cm 4 -1.12 +0.12 2PL150x150x10 4M18 (A325) IPE 24 2PL150x150x10 4M18 (A325) IPE 20 IPE 20 7 IPE 24 2PL150x150x10 4M18 (A325) d12 @20cm UNP6 @30cm IPE 20 +3.73 +2.46 2PL150x150x10 4M18 (A325) IPE 20 10 IPE 24 2PL150x150x10 4M18 (A325) d12 @20cm UNP6 @30cm IPE 20 +6.80 +5.54 2PL150x150x10 4M18 (A325) IPE 20 13 IPE 24 2PL150x150x10 4M18 (A325) IPE 20 +10.10 d12 @20cm UNP6 @30cm +13.40 +16.70 +21.00 +23.30 +26.60 +29.90 2PL150x150x10 4M18 (A325) IPE 20 +8.82 +12.12 +15.42 +18.45 +22.02 +25.32 +28.62 7x18cm 7x30=210cm 7x17.7 cm 7x30=210cm 7x18 cm 7x30=210cm 7x18 cm 7x30=210cm 7x18.3 cm 7x30=210cm Beam_IPE 22 2UNP160 FtoF 5 2PL bx300x10 PL 200x100x6 Beam_IPE 22 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 5 5 5 5 5 5 5 5 5 5 2PL170x170x10 6M16 (A325) 2PL bx300x10 PL 200x100x6 4 2PL bx300x10 PL 200x100x6 2PL bx300x10 PL 200x100x6

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Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete
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Tags	autocad, beam, block, bolted, composite, concrete, connections, construction, dach, dalle, DWG, escadas, escaliers, lajes, mezanino, mezzanine, platte, reservoir, retaining, roof, roofs, slab, stair, telhado, toiture, treppe, walls