Last Home DWG Detail for AutoCAD

Last Home DWG Detail for AutoCAD

Casa de final – Details.

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

web, degrees., degrees, web, flange, deg., web, flange, welded joint between, columns, web, degrees., weld joint., bolts, removable bolt box, of foamed, cardboard, plywood., washer, steel levelling, wedges, holding down bolt, flange, stalk, degrees., john heffernan, rectangular hollow section to, rolled steel joist, max, members, channel light, flange, flange, standard rolled steel sections, universal beam, circular hollow section to outside diameter, castellated beams, flange, web, web of standard beam is cut along castellated line, hexagonal voids, butt weld, flange, the halves of cut beam are welded together to form castellated beam, beam to beam, beams welded and plates bolted to main beam, four beam to column connection, universal colunm, universal beams, base of column to be connected to pad foundation, universal column, reinforced concrete foundation, hole for grout, steel base plate, steel gusset plate welded to column ans base, column to column, columns connected by butt weld and bolted by angle cleats, grout, the increase in the depth the castella beam will suffer less deflection under light loads. the castella beam is no stronger than the beam from which it was cut but will suffer less deflection under load. the increase in cost due to fabrication and the reduction in weight of the beam as compared to solid web beam of the same depth and section justify the use of these beams for long lighty loaded beams particulary for roofs. the voids in the web are also convienient for housing runs of electrical and heating services, construction technology project the steel frame, feb, standard steel section standard castellated beam column to foundation column to column beam to column beam to beam, building construction handbook chudley, the construction of building barry, building cons. handbook greeno, class notes george byrne, flang, web, flang, universal beam., root radius., degrees., circular hollow, used for, piles columns, bracing steel, frames in, steel, rectangular hollow, steel section., for columns, vierendeel girders, trusses., degrees, web, flange, joists, deg., web, flange, angles., standard section frame cut along zig zag line, hexagonal voids., butt weld., beam to beam connections, secondary beams welded end, plates bolted to main beam., column to column connection, temporary.for different l’c sections in, same serial size., welded joint between, columns, web, web cleats in welded splice are, degrees., connection of beams to colunms, simple welded and bolted detail., weld joint., bolts, sections of: standard struct., steel., elavations of castellated beam., iso of:connections of certain, struct. steel.column beam and, column to foundation, elavations of castellated beam, degrees., concrete encasing, below g.l., r.c foundation, removable bolt box, of foamed, cardboard, plywood., grout, universal beam., washer, steel levelling, wedges, holding down bolt, plate washer., channel., weld joint., standard universal beam or column section along, castellated line.the two halves produced, are welded together to form an open web beam., the resultant is one and half times the depth, of the section which gives added strength but, increase the weight.it will reduce, th

Raw text data extracted from CAD file:

web 90-92 degrees. 95 degrees web Flange flange 95 deg. web flange Welded joint between columns Web 90 degrees. Weld joint. Bolts 1:10 CS2 3 Removable bolt box of foamed plastic, pvc, cardboard plywood. washer Steel levelling wedges Holding down bolt flange Stalk 91 Degrees. John Heffernan Rectangular hollow section (RHS) 50mmX30mm to 450mmX250mm Columns/Girders/Trusses Rolled Steel Joist (RSJ) Max 25-200mm Bracing/Sheet rails/Purlins/Truss members Channel Light Beams/Bracing/Ties flange T-Bar Flange Standard Rolled Steel Sections Universal Beam (200mm+) Circular Hollow Section (CHS) 21.3mm to 457mm Outside diameter Piles/Columns/Bracing Castellated Beams Flange Web Web of standard beam is cut along castellated line 60 Hexagonal Voids Butt Weld Flange Flange The halves of cut beam are welded together to form a castellated beam Beam to Beam Beams welded and plates bolted to main beam Four Beam to Column connection Universal Colunm Universal beams Base of column to be connected to pad foundation Universal Column Reinforced concrete foundation Hole for grout Steel base plate Steel gusset plate welded to column ans base Column to Column Columns connected by butt weld and bolted by angle cleats Grout The increase in the depth the castella beam will suffer less deflection (bending) under light loads. The castella beam is no stronger than the beam from which it was cut but will suffer less deflection under load. The increase in cost due to fabrication and the reduction in weight of the beam as compared to a solid web beam of the same depth and section justify the use of these beams for long span, lighty loaded beams particulary for roofs. The voids in the web are also convienient for housing runs of electrical and heating services Construction Technology Project 3 The Steel Frame 6 Feb 06 Standard steel section Standard castellated beam Column to foundation Column to column Beam to column Beam to beam Building Construction handbook R Chudley The Construction of building R Barry Building Cons. handbook R Chudley/R Greeno Class notes George Byrne 0.25D 60° 0.25D D D 0.25D 1.08D 60° Flang web flang Universal Beam. Root radius. 90-92 degrees. Circular hollow section(CHS) used for Piles Columns Bracing Steel Frames in Steel roof`s. Rectangular Hollow Steel Section. (RHS)used for Columns Vierendeel girders Trusses. 95 degrees web Flange flange Joists 95 deg. web flange Angles. Standard section frame cut along zig zag line Hexagonal voids. Butt weld. Beam to Beam connections Secondary beams welded end plates bolted to main beam. Column to column connection temporary.For different L'C sections in same serial size. Welded joint between columns Web web cleats in welded splice are 90 degrees. 0.25D 60° Connection of Beams to Colunms Simple welded and bolted detail. Weld joint. Bolts 0.25D D D 0.25D 1.08D 60° Sections of: Standard Struct. Steel. Elavations of castellated Beam. Iso of:connections of certain struct. steel.column beam and Column to foundation 1:10 CS2 3 Elavations of a castellated Beam 90 degrees. concrete encasing below G.L. R.C foundation Removable bolt box of foamed plastic, pvc, cardboard plywood. Grout Universal Beam. washer Steel levelling wedges Holding down bolt 100x100 plate washer. Channel. weld joint. standard universal beam or column section along a castellated line.The two halves produced are welded together to form an open web beam. The resultant is one and a half times the depth of the section which gives added strength but doesn`t increase the weight.It will though, reduce the clear headroom under the beams.They are used to support lightly loaded roof or floor slabs.Its voids can be used for services. These are formed by flame cutting a CASTELLATED BEAM STEEL FRAME. T-Bar. flange Stalk 91 Degrees. The bolt box is cast in place as the foundation is being made. the holding down bolt is then placed in the box with a steel washer placed at the base of the bolt with a nut for stability. Wooden battens are placed on top of the bolts in order to keep them square But before this is done the boxes are filled with grout which is a dry mix of concrete. The wooden battens are struck away with steel wedges put in place instead of the battens to keep the sole plate of the column/beam elavated on the grout. Appropriate holes are drilled in the sole plate and the bolts are tightened on by washers and nuts. References George Byrnes` notes. Lechees book of structural steel. NOTE: All bolts are high strength friction steel bolts. 0.25D 60° 0.25D D D 0.25D 1.08D 60° Flang web flang Universal Beam. Root radius. 90-92 degrees. Circular hollow section(CHS) used for Piles Columns Bracing Steel Frames in Steel roof`s. Rectangular Hollow Steel Section. (RHS)used for Columns Vierendeel girders Trusses. 95 degrees web Flange flange Joists 95 deg. web flange Angles. Standard section frame cut along zig zag line Hexagonal voids. Butt weld. Beam to Beam connections Secondary beams welded end plates bolted to main beam. Column to column connection temporary.For different L'C sections in same serial size. Welded joint between columns Web web cleats in welded splice are 90 degrees. 0.25D 60° Connection of Beams to Colunms Simple welded and bolted detail. Weld joint. Bolts 0.25D D D 0.25D 1.08D 60° Sections of: Standard Struct. Steel. Elavations of castellated Beam. Iso of:connections of certain struct. steel.column beam and Column to foundation 1:10 CS2 3 Elavations of a castellated Beam 90 degrees. R.C foundation Channel. standard universal beam or column section along a castellated line.The two halves produced are welded together to form an open web beam. The resultant is one and a half times the depth of the section which gives added strength but doesn`t increase the weight.It will though, reduce the clear headroom under the beams.They are used to support lightly loaded roof or floor slabs.Its voids can be used for services. These are formed by flame cutting a CASTELLATED BEAM STEEL FRAME. T-Bar. flange Stalk 91 Degrees. The bolt box is cast in place as the foundation is being made. the holding down bolt is then placed in the box with a steel washer placed at the base of the bolt with a nut for stability. Wooden battens are placed on top of the bolts in order to keep them square But before this is done the boxes are filled with grout which is a dry mix of concrete. The wooden battens are struck away with steel wedges put in place instead of the battens to keep the sole plate of the column/beam elavated on the grout. Appropriate holes are drilled in the sole plate and the bolts are tightened on by washers and nuts. References George Byrnes` notes. Lechees book of structural steel. NOTE: All bolts are high strength friction steel bolts. Reinforcement Bars Reinforcement Bars Reinforced Concrete Pad Reinforced Concrete Pad Kicker Kicker Reinforcement Bars Reinforcement Bars Reinforced Concrete Pad Reinforced Concrete Pad Kicker Kicker Reinforcement Bars Reinforcement Bars Reinforced Concrete Pad Reinforced Concrete Pad Kicker Kicker o 195 195 180 180 90 145 550 320 210 550 145 90 145 90 170 170 90 145 160 160 210 100 220 750 270 155 750 185 220 155 185 100 180 270 220 550 100 100 220 155 155 750 370 190 370 190 190 90 195 750 570 195 90 90 180 90 180 400 400 4.30 6.25 5.10 570 3.65 435 530 550 300 300 500 250 19.870 3.10 3.80 3.00 1.40 1.60 2.00 3.35 3.40 1.90 5.00 3.80 5.15 3.95 \A1;400 \A1;400 \A1;90 \A1;145 \A1;550 \A1;320 \A1;90 \A1;145 \A1;210 \A1;170 \A1;170 \A1;210 \A1;160 \A1;160 \A1;145 \A1;90 \A1;550 \A1;145 \A1;90 \A1;155 \A1;270 \A1;750 \A1;270 \A1;550 \A1;750 \A1;185 \A1;220 \A1;155 \A1;220 \A1;155 \A1;185 \A1;100 \A1;180 \A1;220 \A1;100 \A1;100 \A1;155 \A1;190 \A1;750 \A1;180 \A1;195 \A1;90 \A1;190 \A1;190 \A1;180 \A1;195 \A1;100 \A1;220 \A1;90 \A1;370 \A1;370 \A1;180 \A1;570 \A1;750 \A1;195 \A1;180 \A1;90 \A1;195 \A1;90 \A1;5.00 \A1;300 \A1;530 \A1;3.65 \A1;570 \A1;300 \A1;500 \A1;2.00 \A1;3.00 \A1;5.10 \A1;3.80 \A1;1.40 \A1;3.40 \A1;3.10 \A1;1.60 \A1;1.90 \A1;3.35 \A1;550 \A1;435 \A1;250 \A1;19.870 \A1;3.95 \A1;5.15 \A1;6.25 \A1;4.30 \A1;3.80 OˆDA‹—Ÿ hjÄ—– z— sA¦¢ f› a—gA¦Yœ 400 BASE PLATE-4 2x1/2PL120x120x12 D 200 100 L=8cm 2L120x12 6 2L120x12 L=10cm 4 2x1/2PL120x120x12 SECTION D-D 400 100 100 100 200 D 4 24 mm B.PL400x400x20 4 M 24 BOLTS 4 D 26 HOLES COLUMN lA‹A• lAš—v L=135cM r=15 45 50 z…¢ GL¹ f å mf—Yf å mj‹Î f å s¦kš— SCALE:1/100 5 10 COLUMN SECTION C-C 8@15 / o 90 145 BASE PLATE-3 550 320 90 - 145 210 C 6 D 32 HOLES t=12 150 1:15 170 4PL 300 170 6 210 160 160 C 145 90 550 145 90 SECTION A-A SECTION B-B 155 270 750 270 550 BASE PLATE-2 750 185 220 6 30 mm 6 M 30 BOLTS 2PL 500x350x12mm BPL 500x500x20mm 4PL 738x150x12mm PL 265x200x12 B 6 155 220 155 185 100 180 220 6 100 100 B 155 190 750 180 195 BASE PLATE-1 2PL 726x350x12mm 300 2PL 125x200x12 12 M 30 BOLTS 12 D 32 HOLES 12 30 mm 150 1:15 t=12 BPL 750x750x25 mm 6PL 90 190 190 180 195 1:15 100 220 300 t=12 150 2PL COLUMN 90 6 2PL 175x200x12 PL 365x200x12 4PL 738x150x12mm A 370 6 370 6PL 2PL 726x350x12mm 300 t=12 150 1:15 12 D 32 HOLES 12 M 30 BOLTS 12 30 mm BPL 750x750x25 mm 180 570 750 195 180 90 A 195 90 2PL 150 1:15 t=12 300 COLUMN 5.00 300 530 15 14 3.65 10 e2 570 13 300 500 12 11 2.00 3.00 5.10 e1 F I 3.80 H 1.40 3.40 3.10 1.60 1.90 3.35 550 A 435 B 250 C D 5 16 3.95 5.15 6.25 4.30 E f1 G 3.80 I H 9 8 4 6 7 5 3 2 1 BPL-3 C4 BPL-3 BPL-4 C3 BR-7 BR-4 C5a C5a BPL-2 C2 BPL-4 BPL-2 BPL-4 C2 C4 BPL-4 BPL-4 C3 C4 C1a C1a BPL-2 C2 BPL-2 C2 C2 BPL-2 C2 BPL-2 C1a BPL-1 BPL-1 C1a BR-8 C1 C2 BPL-1 C1 BPL-2 BPL-1 BPL-1 C1 C3 BPL-2 BR-5 C2 BPL-2 C2 C2 BPL-3 BPL-2 C1 BR-5 BPL-2 BPL-1 BR-6 BPL-1 BPL-1 C4 BPL-4 C1 BPL-4 C5a BR-1 BR-8 C2 BPL-2 C1 BPL-1 BPL-1 C1 BPL-2 C2 BPL-1 C1 BPL-2 C2 BPL-2 C2 BPL-2 C2 BPL-1 C2 BPL-1 C1 BPL-2 C2a BPL-4 C5 BPL-2 C2 BPL-2 C2 BPL-2 C2 BPL-4 C4 BPL-2 C2a BPL-1 C2a BR-6 BR-3 BR-3 BR-2 BR-3 BR-3 4.30 6.25 5.10 570 3.65 435 530 550 300 300 500 250 19.870 3.80 3.00 3.80 5.15 3.95 3.35 530 3.00 3.65 5.10 500 300 300 570 1.40 3.80 3.10 1.60 2.00 3.40 1.90 6.25 3.95 19.870 250 435 550 4.30 5.00 5.15 3.80 30 8.8 .6 5 .6 5 1.5 20 1.5 36.4 1.5 7 1.5 4 1.8 4 18cm 1.8 \A1;4.30 \A1;6.25 \A1;5.10 \A1;570 \A1;3.65 \A1;435 \A1;530 \A1;550 \A1;300 \A1;300 \A1;500 \A1;250 \A1;19.870 \A1;3.80 \A1;3.00 \A1;3.80 \A1;5.15 \A1;3.95 \A1;1.90 \A1;500 \A1;300 \A1;3.00 \A1;570 \A1;3.65 \A1;5.10 \A1;2.00 \A1;3.80 \A1;1.40 \A1;3.10 \A1;1.60 \A1;3.95 \A1;6.25 \A1;550 \A1;4.30 \A1;530 \A1;300 \A1;435 \A1;19.870 \A1;250 \A1;3.80 \A1;5.00 \A1;3.35 \A1;3.40 \A1;5.15 \A1;30 \A1;8.8 \A1;.6 \A1;5 \A1;.6 \A1;5 \A1;1.5 \A1;20 \A1;1.5 \A1;36.4 \A1;1.5 \A1;7 \A1;1.5 \A1;4 \A1;1.8 \A1;4 \A1;18cm \A1;1.8 j‹Ávdˆ SCALE:1/100 -1.38 m Yv jÁhc R‘µ—Ÿ z…¢ 4.30 6.25 5.10 570 11 3.65 e2 e1 10 435 530 15 A 550 12 300 13 300 14 500 16 250 B D C 5 E 3.80 3.00 F H I 3.80 5.15 3.95 f1 H G I STAIR 2IPE160 +2PL4500x150x12 +2PL3500x50x6 IPE160 +2PL4500x150x12 2IPE160 2IPE160 IPE160 2IPE160 +2PL3500x100x10 +2PL3500x100x10 2IPE160 2IPE160 2IPE160 +2PL2000x50x6 +2PL3000x100x8 2CPE160 IPE160 +2PL2000x50x6 2IPE160 IPE160 +2PL1500x50x6 +2PL3000x100x8 2CPE160 +2PL3800x150x12 2CPE160 IPE160 IPE160 +2PL3500x50x6 IPE160 +2PL2000x50x6 IPE160 IPE160 IPE160 +2PL2500x50x6 IPE160 IPE140 IPE140 IPE140 IPE140 IPE140 IPE140 IPE160 +2PL1500x50x6 IPE160 IPE160 IPE160 IPE140 IPE140 +2PL2200x120x10 2CPE160 +2PL2000x50x6 IPE160 IPE160 +2PL4000x100x6 2CPE160 +2PL4000x100x6 2CPE160 +2PL2000x50x6 IPE160 +2PL4800x150x10 2IPE180 +2PL3000x60x6 IPE180 IPE180 +2PL1500x50x6 +2PL1500x50x6 IPE180 G-1 IPE160 +2PL1500x50x6 IPE160 +2PL3500x100x8 2IPE180 +2PL3500x150x12 2IPE180 IPE160 IPE160 IPE180 +2PL1500x50x6 2IPE160 +2PL5000x50x6 IPE160 +2PL3000x50x6 IPE180 +2PL2000x50x6 IPE160 2IPE180 +2PL3500x150x12 +2PL3500x150x12 2IPE180 +2PL3000x150x12 2IPE180 IPE160 2IPE180 +2PL1500x100x10 +2PL1500x100x10 2IPE180 +2PL2000x100x12 2IPE180 IPE160 IPE160 IPE160 G-1 2IPE180 2IPE180 G-1 +2PL5500x100x10 2IPE180 2IPE180 IPE160 +2PL2000x50x6 2IPE180 +2PL3000x150x12 +2PL3000x150x12 2IPE180 +2PL2500x50x6 IPE160 C-S-2 C-S-2 C-S-2 2J5 J5 J2 J5 5* 5* 4* 1* 2* 3* EL. J7 2J7 J5 J2 J2 C-S-1 J2 J2 C-S-1 J2 J2 J6 2J7 2J7 2J7 2J7 2J7 2J7 J7 J2 J2 J2 2J7 J7 TIE BEAM 2IPE180 +2PL3000x150x12 +2PL2000x50x6 IPE160 +2PL3000x60x6 1.90 4 500 13 300 +2PL2000x50x6 +2PL2000x50x6 3.00 e2 e1 F 11 12 IPE160 IPE160 +2PL1500x50x6 IPE140 570 IPE160 IPE160 3.65 10 IPE140 5.10 +2PL3500x50x6 +2PL3800x150x12 IPE140 IPE160 IPE140 2CPE160 +2PL4800x150x10 2IPE180 +2PL1500x50x6 +2PL2500x50x6 IPE160 2J7 IPE160 +2PL4000x100x6 +2PL2000x50x6 +2PL3000x100x8 J2 IPE160 J7 2CPE160 TIE BEAM +2PL3000x100x8 J6 IPE160 2J7 2CPE160 H I IPE140 IPE160 2.00 3.80 IPE160 +2PL2500x50x6 IPE160 IPE160 J2 IPE140 IPE160 J2 IPE140 9 1.40 8 +2PL4000x100x6 IPE160 +2PL2200x120x10 2CPE160 J2 IPE160 J2 IPE140 +2PL2000x50x6 2IPE160 J5 2CPE160 J7 3.10 6 7 1.60 5 2IPE160 STAIR +2PL2000x50x6 +2PL3500x100x10 2IPE160 3.95 6.25 +2PL1500x100x10 2IPE180 2IPE180 +2PL3500x150x12 B 550 4.30 +2PL3000x150x12 2IPE180 G-1 +2PL3000x150x12 2IPE180 +2PL2000x50x6 IPE160 530 14 15 300 IPE160 IPE160 2J7 +2PL3000x50x6 IPE180 A 435 IPE160 +2PL3500x150x12 2IPE180 2J7 +2PL5000x50x6 IPE160 2J7 2J7 IPE160 2IPE160 +2PL5500x100x10 2IPE180 2IPE180 2J7 G-1 IPE160 2J7 J5 IPE180 +2PL1500x50x6 2CPE160 2J5 G-1 2IPE180 +2PL2000x100x12 2IPE180 2J7 J7 +2PL1500x100x10 J2 2IPE180 2IPE180 J2 IPE160 +2PL3500x150x12 2IPE180 2J5 IPE160 +2PL3500x50x6 IPE160 5 250 J2 +2PL1500x50x6 2IPE160 C D IPE160 IPE180 16 f1 E 3.80 2IPE160 5.00 EL. +2PL1500x50x6 IPE180 IPE160 J2 IPE180 2IPE160 +2PL4500x150x12 3* J5 +2PL3500x100x10 2IPE160 4* IPE160 3 3.35 3.40 2 2J5 +2PL3500x100x8 2IPE180 IPE160 +2PL1500x50x6 +2PL4500x150x12 2IPE160 1 I G H 5.15 +1.17 m SCALE:1/100 Yv jÁhc R‘µ—Ÿ j‹Ávdˆ 2J5 5* 5* C-S-1 C-S-1 IPE160 J7 G-1 100@100 8 100@100 30 jA‹AÁ jA‹AÎ 8.8 .6 5 .6 5 1.5 8 20 1.5 36.4 1.5 7 jA‹AÁ jA‹AÎ G-2 1.5 4 1.8 4 18cm 1.8 IPE160 3.35 530 3.00 3.65 5.10 500 300 300 570 1.40 3.80 3.10 1.60 2.00 3.40 1.90 6.25 3.95 19.870 250 435 550 4.30 5.00 5.15 3.80 30 8.8 .6 5 .6 5 1.5 20 1.5 36.4 1.5 7 1.5 4 1.8 4 18cm 1.8 300 3.40 5.10 3.65 570 500 300 3.80 3.00 1.60 1.40 2.00 1.90 3.10 6.25 4.30 57 550 435 370 5.00 3.35 3.95 5.15 3.80 \A1;3.35 \A1;530 \A1;3.00 \A1;3.65 \A1;5.10 \A1;500 \A1;300 \A1;300 \A1;570 \A1;1.40 \A1;3.80 \A1;3.10 \A1;1.60 \A1;2.00 \A1;3.40 \A1;1.90 \A1;6.25 \A1;3.95 \A1;19.870 \A1;250 \A1;435 \A1;550 \A1;4.30 \A1;5.00 \A1;5.15 \A1;3.80 \A1;5.00 \A1;3.65 \A1;570 \A1;300 \A1;300 \A1;500 \A1;1.60 \A1;3.00 \A1;5.10 \A1;3.80 \A1;1.40 \A1;2.00 \A1;3.40 \A1;3.10 \A1;1.90 \A1;3.35 \A1;435 \A1;550 \A1;370 \A1;5.15 \A1;3.80 \A1;3.95 \A1;6.25 \A1;4.30 \A1;57 \A1;30 \A1;8.8 \A1;.6 \A1;5 \A1;.6 \A1;5 \A1;1.5 \A1;20 \A1;1.5 \A1;36.4 \A1;1.5 \A1;7 \A1;1.5 \A1;4 \A1;1.8 \A1;4 \A1;18cm \A1;1.8 Yv jÁhc SCALE:1/100 +22.57 m +7.07 hgAAŒ z…¢ R‘µ—Ÿ j‹Ávdˆ IPE160 2IPE160 +2PL3500x100x10 +2PL3500x100x10 3.35 2IPE180 +2PL5500x100x10 J7 IPE160 530 +2PL2000x50x6 3.00 F 3.65 e2 e1 +2PL3500x50x6 5.10 IPE160 IPE160 2IPE180 +2PL3000x150x12 11 500 14 300 12 13 300 IPE160 2CPE160 IPE160 +2PL2000x50x6 2IPE180 IPE160 +2PL4800x150x10 +2PL1500x50x6 570 IPE140 10 IPE140 IPE160 +2PL2500x50x6 J7 +2PL1500x50x6 IPE160 IPE160 +2PL3800x150x12 IPE140 IPE160 C-S-1 IPE160 C-S-1 IPE140 J7 2CPE160 +2PL3000x100x8 J2 IPE160 J6 2CPE160 2IPE180 +2PL3000x150x12 IPE160 +2PL2000x50x6 J7 2IPE180 J6 +2PL1500x50x6 TIE BEAM +2PL3000x100x8 2CPE160 J6 G-1 2J6,J4 IPE180 J4 IPE160 9 1.40 H I 3.80 IPE160 IPE160 2CPE160 J6 +2PL4000x100x6 +2PL4000x100x6 3.10 J2 J2 +2PL2500x50x6 IPE140 J2 IPE160 +2PL2000x50x6 IPE160 IPE140 J2 IPE160 IPE140 2CPE160 +2PL2200x120x10 IPE160 +2PL2000x50x6 IPE140 IPE160 1.60 2.00 7 8 6 IPE180 IPE180 +2PL1500x50x6 EL. +2PL3000x60x6 +2PL2000x50x6 IPE160 J4 2IPE160 2IPE160 STAIR 3* 2IPE160 4* J4 3.40 5 1.90 4 3 6.25 +2PL3500x50x6 2IPE160 3.95 5 250 435 IPE180 +2PL3000x50x6 +2PL2000x50x6 15 A 2IPE180 +2PL3000x150x12 IPE160 G-1 2IPE180 +2PL3500x150x12 J7 B 550 C +2PL1500x100x10 IPE160 2J6 2IPE180 2J5 2IPE180 +2PL2000x100x12 +2PL3500x150x12 G-1 J7 2IPE160 2IPE180 J6 J7 2IPE180 IPE160 J2 4.30 IPE160 E f1 D 16 1 +2PL1500x50x6 +2PL3500x100x8 +2PL4500x150x12 2IPE160 J4 J4 5* +2PL4500x150x12 J7 2IPE180 5* IPE160 5.00 2 5.15 2IPE160 3.80 H G I J2 J7 Yv jÁhc +3.97 m SCALE:1/100 j‹Ávdˆ R‘µ—Ÿ z…¢ IPE160 IPE160 IPE160 +2PL1500x50x6 IPE160 5.00 +2PL3500x150x12 IPE160 +2PL1500x50x6 2IPE160 e1 3.65 570 J2 IPE160 e2 10 300 300 +2PL2000x50x6 500 11 12 13 2IPE180 +2PL4800x150x10 IPE160 +2PL2500x50x6 J6 IPE160 2IPE180 +2PL3000x150x12 IPE160 J7 +2PL3000x150x12 IPE160 14 2IPE160 IPE160 J2 IPE160 G-1 2IPE180 2J6,J4 2IPE180 IPE180 2J6 1.60 IPE140 +2PL3000x150x12 3.00 5.10 3.80 H F I IPE160 IPE160 J2 IPE160 2IPE160 1.40 9 7 8 2.00 IPE160 3.40 2CPE160 +2PL2200x120x10 2CPE160 2CPE160 +2PL4000x100x6 +2PL4000x100x6 +2PL2000x50x6 TIE BEAM 2CPE160 +2PL3000x100x8 2IPE160 +2PL2000x50x6 2CPE160 J6 +2PL3000x100x8 EL. 3.10 IPE160 J4 6 IPE180 4 1.90 5 2IPE160 2IPE160 +2PL4500x150x12 2IPE160 +2PL3500x100x10 +2PL3500x100x10 2IPE160 J4 IPE180 G-1 +2PL2000x50x6 2IPE160 STAIR IPE160 J7 J4 IPE160 3.35 3 2 435 A B 550 IPE160 +2PL1500x100x10 J2 IPE160 IPE160 J6 2IPE180 +2PL2000x100x12 IPE160 2IPE180 J7 IPE160 370 C 2IPE160 +2PL4500x150x12 5.15 3.80 IPE160 J7 2IPE180 J7 2IPE160 3.95 6.25 4.30 1 f1 E H G I IPE160 IPE160 IPE160 J7 J7 J2 IPE140 IPE160 J2 +2PL3000x150x12 PATIO 2IPE180 IPE160 +2PL1500x50x6 +2PL1500x50x6 IPE160 J4 J4 IPE140 IPE140 J6 2IPE160 2IPE160 IPE160 J6 J2 Ys× 2IPE180 PATIO PATIO PATIO 57 G-1 100@100 8 100@100 30 jA‹AÁ jA‹AÎ 8.8 .6 5 .6 5 1.5 8 20 1.5 36.4 1.5 7 jA‹AÁ jA‹AÎ G-2 1.5 4 1.8 4 18cm 1.8 G-2 IPE160 S - 02 IPE160 IPE160 IPE140 IPE140 300 14 +2PL3000x150x12 IPE160 2J6,J4 STAIR 3.40 +2PL3000x100x8 +2PL3000x100x8 5.10 +22.57 m +7.07 IPE160 2CPE160 2CPE160 3.65 SCALE:1/100 hgAAŒ e2 e1 13 570 11 10 IPE160 +2PL1500x50x6 IPE160 +2PL3000x150x12 J2 2IPE160 +2PL3000x150x12 2IPE180 500 12 300 PATIO IPE160 +2PL2000x50x6 +2PL2000x50x6 +2PL4800x150x10 J7 2IPE180 IPE160 +2PL2500x50x6 IPE160 J6 J6 TIE BEAM IPE160 2IPE180 3.80 3.00 R‘µ—Ÿ Yv jÁhc j‹Ávdˆ z…¢ F I H +2PL2200x120x10 +2PL2000x50x6 6 1.60 IPE160 J6 J2 2IPE180 2IPE160 IPE140 J2 Ys× IPE160 8 1.40 9 2.00 7 +2PL4000x100x6 +2PL4000x100x6 2IPE160 2CPE160 2CPE160 2IPE160 J6 IPE160 J4 2CPE160 EL. 2IPE160 IPE180 PATIO 1.90 5 3.10 4 IPE180 6.25 4.30 PATIO 57 A +2PL3500x150x12 550 2IPE180 2IPE180 +2PL3000x150x12 435 IPE160 IPE160 J7 2IPE160 J2 J2 IPE140 IPE160 G-2 2IPE180 IPE160 J2 G-1 2J6 G-1 J4 IPE180 +2PL1500x100x10 2IPE180 370 J7 IPE160 B IPE160 IPE160 J7 C J6 2IPE180 +2PL2000x100x12 J2 IPE160 IPE160 IPE160 IPE160 E +2PL1500x50x6 +2PL1500x50x6 2IPE160 IPE160 5.00 +2PL1500x50x6 IPE160 +2PL3500x100x10 2IPE160 +2PL3500x100x10 2IPE160 J7 J4 2IPE160 +2PL2000x50x6 J4 2IPE160 J4 +2PL4500x150x12 IPE160 J7 IPE160 2IPE160 3.35 3 2 +2PL4500x150x12 IPE160 PATIO 2IPE160 J7 3.95 5.15 3.80 1 f1 G I H 3.35 3.00 3.65 5.10 500 300 300 570 1.40 3.80 3.10 1.60 2.00 3.40 1.90 6.25 3.95 435 550 4.30 5.00 5.15 3.80 370 57 300 3.40 5.10 3.65 570 500 300 3.80 3.00 1.60 1.40 2.00 1.90 3.10 6.25 4.30 57 550 435 370 5.00 3.35 3.95 5.15 3.80 G-1 100@100 8 100@100 30 jA‹AÁ jA‹AÎ 8.8 .6 5 .6 5 1.5 8 20 1.5 36.4 1.5 7 jA‹AÁ jA‹AÎ G-2 1.5 4 1.8 4 18cm 1.8 1.5 30 1.5 5 5 .6 8.8 .6 20 1.5 1.5 4 4 18cm 1.8 1.8 36.4 7 30 8.8 .6 5 .6 5 1.5 20 1.5 36.4 1.5 7 1.5 4 1.8 4 18cm 1.8 3.95 \A1;300 \A1;3.40 \A1;5.10 \A1;3.65 \A1;570 \A1;500 \A1;300 \A1;3.80 \A1;3.00 \A1;1.60 \A1;1.40 \A1;2.00 \A1;1.90 \A1;3.10 \A1;6.25 \A1;4.30 \A1;57 \A1;550 \A1;435 \A1;370 \A1;5.00 \A1;3.35 \A1;3.95 \A1;5.15 \A1;3.80 \A1;30 \A1;8.8 \A1;.6 \A1;5 \A1;.6 \A1;5 \A1;1.5 \A1;20 \A1;1.5 \A1;36.4 \A1;1.5 \A1;7 \A1;1.5 \A1;4 \A1;1.8 \A1;4 \A1;18cm \A1;1.8 \A1;300 \A1;3.40 \A1;5.10 \A1;3.65 \A1;570 \A1;500 \A1;300 \A1;3.80 \A1;3.00 \A1;1.60 \A1;1.40 \A1;2.00 \A1;1.90 \A1;3.10 \A1;6.25 \A1;4.30 \A1;57 \A1;550 \A1;435 \A1;370 \A1;5.00 \A1;3.35 \A1;3.95 \A1;5.15 \A1;3.80 \A1;30 \A1;8.8 \A1;.6 \A1;5 \A1;.6 \A1;5 \A1;1.5 \A1;20 \A1;1.5 \A1;36.4 \A1;1.5 \A1;7 \A1;1.5 \A1;4 \A1;1.8 \A1;4 \A1;18cm \A1;1.8 \A1;3.95 \A1;3.40 \A1;3.95 \A1;3.40 j‹Á nv jÁhc hÁh lŒ 'Ánn. l©Á hd Ö› Yvz…¢ j‹Ávdˆ vm j‹Áj¦sà a£—vœ h l‚¬Å aåœ f—aå R‘µ—Ÿ +25.67 m Yv jÁhc SCALE:1/100 z…¢ j‹Ávdˆ 1 PL700x150x8 PL800x150x8 PL1000x150x8 PL1100x150x8 2 4 3 PL600x150x8 FOR CPE160 PL600x150x8 FOR CPE160 ) Ym Yi—k› hm– ( j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. j‹Á nv jÁhc hÁh lŒ 'Ánn. L› f—då a—l• mvrš— cdÁf—aå : -0.35,+0.92 +20.77 +22.32 hgŒ hgŒ i— +23.87,25.42 +5.27 +6.82 +2.32,+3.72 -1.63,-2.9 -1.63.-3.2 -2.54 +0.39 +0.62 8* 10* 11* 9* 3* 4* 5* 6* 7* Ym Yi—k› hm– L”‹› j‹Ái— bk› ck‘¦v f—dåa—l• mvrš— cdÁf—aå : IPE180 SCALE:1/100 IPE180 vhœ z”› IPE180 IPE180 j‹Ávdˆ z…¢ j‹Á nv jÁhc hÁh lŒ 'Ánn. jA¦q‹° : -1.12 -0.89 SCALE:1/100 oÁz‚› z…¢ j‹Ávdˆ 2* jâ›^ 1* IPE180 IPE180 IPE140 IPE140 300 14 +2PL3000x150x12 IPE160 2J6,J4 3.40 +2PL3000x100x8 +2PL3000x100x8 5.10 IPE160 2CPE160 2CPE160 3.65 e2 e1 13 570 11 10 IPE160 +2PL1500x50x6 IPE160 +2PL3000x150x12 J2 2IPE160 +2PL3000x150x12 2IPE180 500 12 300 PATIO IPE160 +2PL2000x50x6 +2PL2000x50x6 +2PL4800x150x10 J7 2IPE180 IPE160 +2PL2500x50x6 IPE160 J6 J6 TIE BEAM IPE160 2IPE180 3.80 3.00 F I H +2PL2200x120x10 +2PL2000x50x6 6 1.60 IPE160 J6 J2 2IPE180 2IPE160 IPE140 J2 Ys× IPE160 8 1.40 9 2.00 7 +2PL4000x100x6 +2PL4000x100x6 2IPE160 2CPE160 2CPE160 2IPE160 J6 IPE160 J4 2CPE160 2IPE160 IPE180 PATIO 1.90 5 3.10 4 IPE180 6.25 4.30 PATIO 57 A +2PL3500x150x12 550 2IPE180 2IPE180 +2PL3000x150x12 435 IPE160 IPE160 J7 2IPE160 J2 J2 IPE140 IPE160 G-2 2IPE180 IPE160 J2 G-1 2J6 G-1 J4 IPE180 +2PL1500x100x10 2IPE180 370 J7 IPE160 B IPE160 IPE160 J7 C J6 2IPE180 +2PL2000x100x12 J2 IPE160 IPE160 IPE160 IPE160 E +2PL1500x50x6 +2PL1500x50x6 2IPE160 IPE160 5.00 +2PL1500x50x6 IPE160 +2PL3500x100x10 2IPE160 +2PL3500x100x10 2IPE160 J7 J4 2IPE160 +2PL2000x50x6 J4 2IPE160 J4 +2PL4500x150x12 IPE160 J7 IPE160 2IPE160 3.35 3 2 +2PL4500x150x12 IPE160 PATIO 2IPE160 J7 3.95 5.15 3.80 1 f1 G I H J2 G-1 100@100 8 100@100 30 jA‹AÁ jA‹AÎ 8.8 .6 5 .6 5 1.5 8 20 1.5 36.4 1.5 7 jA‹AÁ jA‹AÎ G-2 1.5 4 1.8 4 18cm 1.8 IPE160 IPE160 J2 H f1 IPE160 3.95 3 3.40 4 IPE160 3 4 3.95 IPE160 IPE160 3.40 IPE160 IPE160 f1 H VARIES VARIES 510 160 550 300 300 365 300 VARIES \A1;550 \A1;160 \A1;300 \A1;510 \A1;VARIES \A1;300 \A1;VARIES \A1;365 \A1;VARIES \A1;300 550 f—Yf å j‹Î BR-1 BR-2 k L k 2 L100x100x10 J L 2 L80x80x8 D" D" D" D" 160 D" f—Yf å j‹Î f—Yf å j‹Î f—Yf å j‹Î BR-3 f—Yf å j‹Î BR-4 BR-5 k 2 L100x100x10 L J J k k L 2 L80x80x8 300 J BR-6 f—Yf å j‹Î f—Yf å j‹Î BR-7 2 L120x120x12 k L J J k k L 2 L100x100x10 D" D" J f—Yf å j‹Î BR-8 k J 510 D" 2 L80x80x8 D" L D" L 2 L80x80x8 B" B" m 2 L100x100x10 D" D" L VARIES D" D" 300 VARIES 365 2UNP160 2 L80x80x8 L D" 2 L80x80x8 D" D" D" L VARIES 300 1cm 1cm 50 60 30 10 10 10 30 45 45 10 15 15 160 60 60 35 15 35 15 30 10 15 45 15 50 15 50 50 15 80 15 60 15 80 50 15 15 45 5 10cm 5 10cm 5 5 10cm 10cm 25cm 25cm 25cm 25cm 5 10cm 5 10cm 10cm 5 25cm 25cm 25cm \A1;1cm \A1;15 \A1;45 \A1;50 \A1;15 \A1;15 \A1;50 \A1;80 \A1;60 \A1;60 \A1;15 \A1;15 \A1;80 \A1;60 \A1;60 \A1;160 \A1;10cm \A1;1cm \A1;50 \A1;15 \A1;45 \A1;50 \A1;15 \A1;15 \A1;50 \A1;25cm \A1;10cm \A1;5 \A1;25cm \A1;25cm \A1;5 \A1;10cm \A1;10cm \A1;5 \A1;25cm \A1;25cm \A1;5 \A1;5 \A1;10cm \A1;5 \A1;10cm \A1;25cm \A1;25cm \A1;10cm \A1;5 \A1;30 \A1;10 \A1;45 \A1;30 \A1;35 \A1;10 \A1;15 \A1;15 \A1;35 \A1;15 \A1;10 \A1;45 \A1;30 \A1;10 \A1;10 \A1;15 FOR 2 L120x120x12 L FOR 2 L120x120x12= FOR 2 L100x100x10= FOR 2 L80x80x8 = SECTION D"-D" L PL-Z 1cm L PL-Z L PL-Z PL150x100x10 PL150x100x10 PL100x100x10 PL-Z @50 4 L 2 L 15 45 50 DET-k BEAM 15 COLUMN PL650x650x10 15 8 50 8 PL950x950x10 BEAM FOR 2UNP160 [] DET-k COLUMN 80 60 60 15 15 80 FOR 2UNP160 [] DET-m BEAM 60 60 160 PL1600x800x10 8 J6 2 o 8 10cm 2 o 16 1 o 12 Oåm– lÄÁtŒ mj‹Î f å j‹ÁP› i— alfa=45 L FOR 2 L100x100x10 FOR 2UNP160 [] SECTION B"-B" SECTION C"-C" FOR 2UNP160 [] 1cm 2UNP160 PL200x100x10 @50 4 4 C" C" 50 PL100x10 @50 15 45 50 DET-k BEAM 15 COLUMN PL650x650x10 6 15 50 25cm t¦bY jµ¦dŒ + R¦– t¦bY t¦bY chmd› t¦bY fÁaŒ 10cm 5 2 o 10 alfa=45 j‹Î aÖ• J1 o 10 2 o 6 25cm 25cm 5 10cm 2 o 12 alfa=45 10cm 5 1 o 8 2 o 12 alfa=45 J2 2 o 6 o 10 J3 2 o 6 o 10 25cm 25cm 2 o 16 5 alfa=45 5 2 o 14 10cm 1 o 8 alfa=45 5 10cm 2 o 8 J4 2 o 6 o 10 J5 o 10 25cm 25cm 10cm 3 o 16 alfa=45 5 o 10 J7 2 o 8 o 10 OˆDA‹A—Ÿ 30 10 2L80x8 45 o 6 @ 50 OˆDA‹A—Ÿ sAµA¼ 6 PL500x500x10 BEAM DET-k FOR 2 L80x80x8 L COLUMN 30 35 10 15 15 35 25 5 / o 6 @ 25 FOR 2 L100x100x10 FOR 2 L120x120x12 FOR 2 L120x120x12 FOR 2 L100x100x10 DET-J L L 15 10 45 L L 8 6 L FOR 2 L80x80x8 DET-J 30 10 6 10 50cm 30 10 TIE-BEAM o 8 @ 20 / / 2 o 10 OˆD‹—Ÿ Ys× L120x120x12 L100x100x10 COLUMN IPE140 2L80X80x8 IPE160 PL400x300x10 15 PL1000x200x10 PL700x200x10 PL400x300x10 6 100 / o 6 @ 25 lAAµßA¿ TIE-BEAM 2 o 10 30 10 o 8 @ 20 / 126 126 146 146 146 126 126 146 146 146 126 126 126 \A1;126 \A1;146 \A1;126 \A1;126 \A1;126 \A1;126 \A1;146 \A1;146 \A1;146 \A1;126 \A1;126 \A1;146 \A1;146 C1 A A 126 A B B B 146 C C C s¦¢ j‹Î C5 s¦¢ j‹Î C4 s¦¢ j‹Î -440 s¦¢ j‹Î A A C1a A s¦¢ j‹Î -175 A A A s¦¢ j‹Î D C2 D C2a D D D D 126 +80 A A A +670 +360 B B B 126 126 D D D E E E s¦¢ j‹Î C3 E D H E E D H E G H G H H H 126 E D E F E F H H s¦¢ j‹Î C5a B B B +980 B B B +1290 146 E E E E E E 146 146 +1600 C C C C C C +1910 C C C 126 F F F F F C F F F 126 F F E F E F 146 G G H H H G 146 F C H G H F H D D C6 s¦¢ j‹Î D D SCALE:1/10 SEC.F-F SCALE:1/10 SCALE:1/10 SEC. G-G SEC. H-H C 2PL4000x100x8 @150mm 4PL250x250x10 +2220 C C C +2530 C C F F F F @150mm 4PL200x200x10 Lw=100 6 150 Lw=100 2IPE140 +2830 SEC.E-E SCALE:1/10 6 2IPE140 150 Lw=100 6 SCALE:1/10 SCALE:1/10 SEC.C-C SCALE:1/10 Lw=100 6 H F H F D D Lw=100 4PL400x400x15 SCALE:1/10 SEC.A-A @150mm 4PL300x300x15 4PL300x300x12 @150mm Lw=100 Lw=100 4PL150x150x10 SEC.D-D @150mm 6 6 SEC.B-B Lw=100 6 @150mm 6 -440 -175 +80 +360 +670 +980 +1290 +1600 +1910 +2220 +2530 -440 -175 +80 +360 +670 +980 +1290 +1600 +1910 +2220 +2530 -440 -175 +80 +360 +670 +980 +1290 +1600 +1910 +2220 +2530 -440 -175 +80 +360 +670 +980 +1290 +1600 +1910 +2220 +2530 +2830 -440 -175 +80 -440 -175 +80 -440 -175 +80 +360 -440 -175 +80 +360 300 250 50 250 50 150 200 30cm 250 250 200 150 50 150 50 300 80 95 95 80 150 150 50 50 400 145 80 145 80 200 300 200 250 250 250 50 250 150 150 50 200 150 150 \A1;300 \A1;250 \A1;50 \A1;50 \A1;250 \A1;200 \A1;150 \A1;200 \A1;30cm \A1;250 \A1;250 \A1;150 \A1;150 \A1;50 \A1;50 \A1;300 \A1;95 \A1;80 \A1;80 \A1;95 \A1;150 \A1;50 \A1;50 \A1;150 \A1;400 \A1;145 \A1;80 \A1;145 \A1;80 \A1;200 \A1;300 \A1;250 \A1;250 \A1;250 \A1;50 \A1;250 \A1;150 \A1;150 \A1;50 \A1;200 \A1;200 \A1;150 \A1;150 250 250 PL4000x100x8 PL250x200x10 PL135x150x8 1/2PL100x50x8 D D PL275x150x8 PL135x150x8 OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î 300 +486 4 PL350x350x15 6 6 6 6 350 SEC. D-D 250 6 50 350 6 50 PL275x150x8 1/2PL100x50x8 PL350x350x15 250 200 OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î +486 3 PL175x150x8 SEC. C-C H H OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î +1436 8 150 PL250x200x10 8 8 2IPE140 250 SEC. H-H 8 200 6 PL175x100x8 OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î +486 5 PL4000x100x8 200 SEC. E-E 30cm ERECTION PIN HOLE k£— j‹Î mw”› s¦¢ fÁh k£—dƒ (OPTIONAL) ERECTION PIN HOLE OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î 6 +2036 250 VIEW -F 250 1/2PL100x50x8 PL85x100x8 PL250x250x10 1/2PL150x75x12 PL450x450x15 PL175x100x8 B B A A 1/2PL150x75x12 1/2PL150x75x10 C C 1/2PL100x50x8 6 6 6 6 PL250x250x10 PL85x150x8 150 150 50 6 6 250 50 PL250x250x10 PL85x150x8 1/2PL100x50x8 PL175x150x8 PL275x200x10 300 OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î +486 2 PL135x200x10 6 8 8 8 PL350x350x12 350 SEC. B-B 95 8 8 80 350 1/2PL150x75x10 PL350x350x12 80 PL275x200x10 PL135x200x10 95 E 1/2PL100x50x8 E 4 4 4 PL250x250x10 6 150 250 4 4 PL85x100x8 50 50 150 OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î +486 1 400 PL450x450x15 8 8 8 6 450 PL175x200x12 SEC. A-A 8 8 PL365x200x12 145 80 145 80 450 200 300 2PL500x225x10 250 250 8 VIEW -F 250 8 50 2PL500x225x10 250 OˆD‹—Ÿ mw”› s¦¢ Yv jÁhc j‹Î 7 150 +2036 PL175x200x12 PL175x200x12 2PL400x125x10 8 150 VIEW -G VIEW -G 50 200 8 200 150 2PL400x125x10 150 L› tµà Yv cdÁcl‹¡ hc GOÁ t‚—v fÁh Yd¦hv hs»—Yœ k£—dåmYv s—dÁ hc s»—– r‘• hc f¡ vdˆ iÁ R‘µ› lš—vf å mhjÄ—bŸ R‘µ—Ÿ fhbmz—d‹¡ vhhOÁh k£—då. l¦E¼ hsž r‘• hc l¦k—x j‹Ái— ms¦kš— L”‹› hkåhcœ i—vhL Á– k£—då . m -L”‹› zÁmt‹”š— mmvrš—  hsÖ”ž t”ˆ hct¦bYkÁl› f— lµ—mlž -lµ—mlž l‹”©ÁYi— fÖ—vvt› hc k¦À l‹‘—aå . bc¥ kµ‚› i— j—s‹¸—Ÿ mlÖ—k‹ÖŒ mfÁrŒ Yr‹µ— l¦vY f—cf‹ Œ rÁhv n‹Ákå. -z‹ƒ hc hOÁh iÁ sµ¼ bc¥ hsž Ošž l Ó¦v LÁY¢ L”‹› f—ca¦i— -R¦– j‹Ái— mj‹ÁP› i—vh r‘• hc hs¬ÁhÛ hc Oåm– Yv l¯• hkåhcœ n‹Á k£—d‹å. -påhLŽÁ j”¦vhk¹ lÙ—c Ošž z‹—Yœ LÁY¢ GL¹ s¦kš— l‹‘—aå . nÁt› aåœ hsž -fåg‹• l¸—D• hOÁhdŒ r‘• hc fÁdå¢ Gvl—j¦vi— zŒ mk‘‚Œ i— lš—vf å hf¾—Y m -Yv w¦vŸ k‹—c f› o—Ø vdˆ bc¥ hsž o—Ø Yvbd› i— -z‹ƒ hc hOÁh a—g¦Yœ bc¥ hsž kµ‚› i— hOÁhdŒ z”› Ošž L—vnâhv mvrš— -cdÁ j£—lŒ a—g¦Yœ i— ma —xi— l‹‘—d¸Œ f¡ f— mf— -lµ—mlž lÙ—c o—Ø Yv kÓÁ nÁt› aåœ hsž . påhr• fÁhfÁ fÁh k£¦k› hs¦hk› h hs—kåhvY Yha› f—aå . -f¡ lÄÁtŒ Yv a—g¦Yœ i— - a —xi— l‹‘—d¸Œ lµ—mlž 82vmc kÁ¥ f› l‹©ÁYi— f¸› l‹‚¦kå hc L¼ r—g’ f—bjÁ k©› Yha› a¦kå . -s»Áœ cdÁd¡ l‹”©ÁYi— f—d¸Œ f› L£× gµ£› i— l—s› s‹£—¢ L› f—l»¦gš— -Ošž hOÁh sµ¼ j‹ÁP› f”¦Ø vu—dž l åvO—Ÿ k‚Ád› 49 s—cl—¢ fÁk—l› f¡ vdˆ Yvr—g’ GOÁ f¦s‹”› d× mvr› k—d”¦¢ r—g’ hc f¡ -Gvl—j¦vi— R¦gŒ a —x fĦvŸ sÁj—sÁ hYhl› d—få. -hg֝ÁmY lÄÁtŒ hc k¦À d—l¾—Y– G¢ HGl— l‹‘—aå. ±1 fy=3000 kg AII - fÁh j‹Ái—d‹Ö› hu²— lš—vf å 7 m 8 f› HHG¢ lÄ• hsž , hs»—Yœ hc - fÁh vhpŒ hOÁh Ò ma—r¦gŒ - hcs¦vh® LÁY¢ s¦¢ fÁh fÁz—LÁY¢ G¢ o¦YYhv a¦Y. Oåha¦Y. 150 kg / f— Yvwå jÁhL¤ 15cm 95 fy=2400kg cm / 2 zAAA…kš— j‹AÁvdˆ YvjÁhc -1.38 HAZ-COVR HAZ-COVR HAZ-COVR HAZ-COVR HAZ-COVR HAZ-COVR HAZ-COVR HAZ-COVR LÁY¢ s¦¢ rÁhvYhYœ l‹‚¦Y. ERECTION PIN HOLE lµß¿ bk› ck‘¦v lÙ—c k‹¸ž . sµ¼ m j‹ÁP› i— mf¦YO› hgAˆhlŒ hsž . -f¡ f—d¸Œ Yvr—g’ P¦fŒ d—t”ˆ vd¬› a¦YmYvw¦vŸ j—cdÁ s¦¢ 5cm fc=240 kg / cm 2 hjÄ—– a£‚‹Á z”› f› a—g¦Yœ l¦vYf—cf‹ Œ rÁhv n‹ÁY. q¬—lž påhr• 01 s—k‹£Á hOÁhÒ a¦Y . qa=3.0kg u‹—v l©Á 3 cm / 2 påmY OAAAAAAAˆDAAAAA‹AAAAA—Ÿ OAAAAAAAˆDAAAAA‹AAAAA—Ÿ OAAAAAAAˆDAAAAA‹AAAAA—Ÿ kAA£— lAš—vf ådAAš— kAA£AA— sAAAA¦kAš— zAAA…kš— j‹AÁvdˆ YvjÁhc zAAA…kš— j‹AÁvdˆ YvjÁhc +27.95 +25.67 +22.57 +3.97 +1.17 hgŒ S-08 S-10 S-09 S-07 S-06 S-05 S-04 S-03 HAZ-COVR HAZ-COVR HAZ-COVR kA—¥ tA—dAA• hkåhcœ i— Yvl¯• L Á– a¦Y . -lµ—mlž fÁaŒ L”‹› O¦aš— n¦a› fÁhfÁ R‘¶ Ga¦ l¦Yd»— lÁhL¤ a¦Y / cm 2000 920 st-37 mlµ—mlž 2 E60xx l‹‘—a å. l¦E¼ hsž l¦E¼ hsž j¦qA‹¯—Ÿ tAA AAŒ hs»—Yœ a¦Y. -lÙÁ -lÙÁ -lÙÁ tAAšAÁsž m j¦qA‹¯—Ÿ tAA AAŒ zA…¢ tAA¦kAåhsA‹¦¢ mOAcD‹—Ÿ zA…¢ GLAAA¹ fA Aå ms¦k©âhv m L¼ s¦kAAAš— j¦q‹¯—Ÿ : mlš—vf å S-02 S-01 S-00 a£—vœ kµ‚› 3 3 150 50cm 50cm 100cm 150 \A1;150 \A1;50cm \A1;50cm \A1;150 \A1;100cm \A1;3 \A1;3 L80x80x8mmx50mm @ 100mm C/C L100x100x10 4.5 COLUMN OˆD‹—Ÿ hjÄ—– f— k‘‚Œ O—¢ OˆD‹—Ÿ  Ymf• O¦„ j‹Ái— mv· jµ¦dž COLUMN OˆD‹—Ÿ hjÄ—– j‹Á f› s¦¢ FOR 2IPE160 2IPE140 8 f—– 2X1/2PL120x120x12 L120x120x12 L=17.5cm PL450x200x10 COLUMN L100x100x10 L=10cm CPE180 OˆD‹—Ÿ hjÄ—– f— k‘‚Œ O—¢ 2X1/2PL120x120x12 8 Lw=50 8 Lw=100 6 2IPE160 Lw=50 8 8 8 L=10cm L80x80x8 CPE160 CPE160 4 k¯¦œ O¦„ mv· jµ¦dŒ O—¢ Yvl¯• jÖ‹› n—œ 8cm OˆD‹—Ÿ hjÄ—– j‹Á f› s¦¢ COLUMN O¾‘› h FOR 2IPE160 f—– 8 L120x120x12 L=17.5cm 2X1/2PL120x120x12 COLUMN L=10cm L100x100x10 PL CPE160 6 fÁh mvrš— f› f—b fÁh mvrš— f› f—b fÁh mvrš— f› f—b 8 Lw=50 8mm 6mm 2X1/2PL120x120x12 Lw=50 8 8 Lw=100 6mm 4 6 100@100 5 mv· jµ¦dž O¦„ j‹Ái— 10cm  j× 4 10cm mv· jµ¦dž 10cm OˆD‹—Ÿ 10cm 10cm fÁh mvrš— f› f—b CPE180 6 2IPE160 8mm CPE160 10cm 10cm mv· jµ¦dž 10cm 6 10cm 10cm k¯¦œ fÁ„ Ošž IPE180 13.5cm IPE180 PL150x60x8 hjÄ—– z”› f› t¦kåhs‹¦¢ 30 10 10 IPE 160 L80x80x8 L=10cm CPE160 PL150x60x8 30 o 10 50 18 15 20 PL300x300x10 6 10 2X1/2PL120x120x12 6 OˆD‹—Ÿ a£‚‹Á z”› PL150x100x8 PL150x60x8 6 6 6 6 PL150x75x6 6 IPE 160 PL150x60x8 OˆD‹—Ÿ hjÄ—– 2 j‹Á f› s¦¢ 2X1/2PL120x120x12 VIEW A"-A" PL150x60x8 6 PL150x100x8 Lw=100 Lw=50 8 8 L=5cm Lw=50 2IPE160 8 L80x80x8mmx50mm @ 50mm C/C OˆD‹—Ÿ sµ¼ Yh– C-S-1 5 150 IPE160@50cm 50cm 50cm d 12 @ 200mm C/C OˆD‹—Ÿ sµ¼ Yh– d 12 @ 200mm C/C C-S-2 150 5 IPE160@100cm 100cm k¯¦œ fÁ„ Ošž n¦a› i— z—k”š— j‹Ái— bk› ck‘¦v f—a¾—À a¦Y, lA A— sA’ fÁdåœ 8cm 4 CPE160 8cm 4 IPE160 8cm 8cm 4 4 4 8cm 8cm 4 4 8cm 8cm 4 8cm 4 4 12cm 9cm k¯¦œ O¦„ mv· jµ¦dŒ O—¢ Yvl¯• jÖ‹›n—œ 9cm 4.5 4.5 6 CPE180 PL600x200x8 IPE160 4.5 9cm 4.5 4.5 9cm CPE180 4.5 9cm 9cm 4.5 4.5 4.5 9cm 9cm 9cm 4.5 9cm j¦O› : R=1cm COLUMN 3 8 f—– O¾‘› h OˆD‹—Ÿ hjÄ—– j‹Á f› s¦¢ FOR 2IPE180 L=18.5cm L120x120x12 2X1/2PL120x120x12 8 A" COLUMN 6 A" 2X1/2PL120x120x12 8 Lw=50 Lw=100 Lw=50 8 8 COLUMN L=10cm L100x100x10 COLUMN 2IPE180 6 8 Lw=100 O¾‘› h f—– OˆD‹—Ÿ hjÄ—– j‹Á f› s¦¢ d 12 @ 200mm C/C FOR IPE160 OR FOR IPE180 d 12 @ 200mm C/C 1/2PL120x120x12 L120x120x12 L=10cm 3 8 Lw=30 1/2PL120x120x12 8 L=5cm L100x100x10 6 COLUMN IPE160 IPE180 o - / 100 155 100 85 100 -440 5.00 300 530 3.65 570 300 500 2.00 3.00 5.10 3.80 1.40 3.40 3.10 1.60 1.90 3.35 550 435 250 19.87 3.95 5.15 6.25 4.30 3.80 \A1;5.10 \A1;4.30 \A1;6.25 \A1;100 \A1;3.65 \A1;100 \A1;3.35 \A1;100 \A1;1.60 \A1;3.00 \A1;3.80 \A1;2.00 \A1;1.40 \A1;3.10 \A1;3.40 \A1;85 \A1;155 \A1;5.15 \A1;3.95 \A1;3.80 \A1;5.00 \A1;1.90 \A1;19.87 \A1;570 \A1;500 \A1;300 \A1;300 \A1;530 \A1;435 \A1;550 \A1;250 5.10 4.30 6.25 z…¢ t¦kåhs‹¦¢ SCALE:1/100 F2 F2 lµAAß¿ t¦kåhs‹¦¢ j‹Î 70 10 10 80 460 - / o F4 18@15 100 o / - 18@30 - / o 18@15 - / o 18@25 80 3.65 e1 e2 1 T1 1 T1 T2 T1 T2 A T1 T1 E 18@15 o / 18@15 o / lµAß¿ a —x 10 8 @ 15 lµAß¿ a —x 18@15 lµAAß¿ t¦kåhs‹¦¢ j‹Î F1 10 10 / o - 18@15 / - o 380 100 70 18@25 - / o - / o 18@30 70 60 10 10 100 80 (T2) (T1) 50 / 8 14 o - o / - 10 8;L=2.6m TIE 80cm TIE 60cm 70 SECTION 1-1 10 200 18@15cm lµAAß¿ t¦kåhs‹¦¢ j‹Î 3.35 T1 100 8 @ 15 6 18 1.60 80 7 3.00 3.80 F I H F5 2 2 10 60 10 80 10 70 60 2.00 1.40 8 9 10 10 T1 2 1 T1 2 1 T1 T1 F4 3.10 6 70 3.40 3 4 80 70 10 10 lµAAß¿ t¦kåhs‹¦¢ j‹Î - 50 10 50 o / - o / 8;L=2.2m SECTION 2-2 F5 690 - / o 18@15 18@15 - 80 10 70 / o - - / o 18@15 - / o 18@15 F2 lµAAß¿ t¦kåhs‹¦¢ j‹Î 85 o / - 18@30 290 270 10 155 - 18@25 / o F3 290 270 F2 T1 1 T1 1 T1 1 5.15 3.95 1 3.80 5.00 2 10 10 1 20 f1 G I H 10 110 130 20 290 270 18@15cm 10 20 10 70 80 10 110 130 10 10 20 20 10 110 10 130 20 20 10 20 - -440 5 1.90 11 10 12 13 14 15 B C 16 5 570 500 300 300 530 435 550 D 250 1 1 F3 F1 F1 1 1 F4 T1 T2 T1 T1

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, casa, de, DETAIL, details, DWG, final, home, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier