Shelf Roof And Space Frames DWG Detail for AutoCAD

Shelf Roof And Space Frames DWG Detail for AutoCAD

Shelf roof in concrete and steel space frame – Details

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

wedg, signneture, space frame, spheree, bar, wedge, head, sleeve, stainless steel bolt, venile bulp weather stripping, sphere, aluminium batten cover, bar, gleazing plate, cladding panel, gutter support angle, gutter, steel base plate, sliding insert, movabel plate, node supporter plate in stainless steel welded to plate, node, thk shear wall, anchour bolts, sliding insert, node supporter plate in stainless steel welded to plate, thick base platel, bar, thk shear wall, base plate, shear wall, typical paneling system, bar, node, typical paneling system, bar, base plate, shear wall, meric view of panelling, detail at, detail plan, detail section, different layers of space frames, key plan and elevation, combination of all, aluminium batten cover, node, bar, cladding panel, signneture, shell roof, detail at, detail section, key section and plan, dia bars, links, dia bars, r.c.c. beam, r.c.c. shell acting as shell roof, r.c.c. gutter, r.c.c. beam, thickness varies from bottum edge to top, thickness at top, thk transferant acrylic sheet, r.c.c. circular beam, thk slab at top most level, some basic concept for shell structures the support for the shell structure is more important than the shell stiffest path concept are usefull in understanding shell structures. shell structures can carry relatively large point loads. shell structure get their strength by shape and not by high strength materials don’t put stresses to deyod their limit in these type of structure. shell structures because of their complexity and unfamiliarity req. large lead time for developing the design. for ordinary structures an adequate preliminary design should be within shell strc. can be estimated to within because the only usuval unknown is the amount of reinforcing., reinforcement are upwardside in shell structures, thk transferant acrylic sheet

Raw text data extracted from CAD file:

\A1;600.00 \A1;600.00 \A1;600.00 \A1;600.00 \A1;1200.00 \A1;1200.00 \A1;600.00 \A1;600.00 \A1;3600.00 \A1;1200.00 \A1;1200.00 \A1;40 \A1;30 \A1;R40.00 \A1;70.00 \A1;30.00 \A1;40.00 \A1;1200.00 \A1;600.00 \A1;600.00 \A1;600.00 \A1;600.00 \A1;1200.00 \A1;1200.00 \A1;840.00 \A1;840.00 \A1;45° \A1;90° \A1;55° \A1;90° \A1;R40.00 \A1;70° \A1;30.00 \A1;1180.00 \A1;10200 \A1;10200 \A1;12000 \A1;12000 \A1;12000 \A1;20400 \A1;9300 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 \A1;680 \A1;250 SP HE RE ^Aú^Aù R HE AD S L EE VE BO L T WEDG E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 40 30 5 5 5 5 5 5 5 5 5 <> 5 5 5 5 5 5 250.00 5 5 5 5 5 5 5 2820 \A1;350 680 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 30300 \A1;10000 \A1;10000 \A1;61000 \A1;10000 \A1;10000 \A1;10000 \A1;10000 2050 \A1;450 \A1;3650 \A1;R3300 R21300 \A1;R3300 \A1;9075 \A1;9375 SIGNNETURE 3. SPACE FRAME SPHEREE BAR WEDGE HEAD SLEEVE STAINLESS STEEL BOLT VENILE BULP WEATHER STRIPPING SPHERE ALUMINIUM BATTEN COVER BAR GLEAZING PLATE CLADDING PANEL GUTTER SUPPORT ANGLE C -SHAPE GUTTER 20mm STEEL BASE PLATE SLIDING INSERT MOVABEL PLATE NODE SUPPORTER PLATE IN STAINLESS STEEL WELDED TO PLATE NODE 250 THK SHEAR WALL ANCHOUR BOLTS SLIDING INSERT NODE SUPPORTER PLATE IN STAINLESS STEEL WELDED TO PLATE 20mm THICK BASE PLATEL BAR 250 THK SHEAR WALL BASE PLATE 250mmTHK SHEAR WALL TYPICAL PANELING SYSTEM BAR NODE NODE TYPICAL PANELING SYSTEM BAR BASE PLATE 250 X 2000 SHEAR WALL ISO- MERIC VIEW OF PANELLING DETAIL AT - A [SCALE 1: 2] DETAIL AT - C [SCALE1 : 3] DETAIL AT - B [SCALE 1: 2] DETAIL PLAN [SCALE 1: 10] DETAIL SECTION [SCALE 1: 20] DIFFERENT LAYERS OF SPACE FRAMES [SCALE 1: 50] KEY PLAN AND ELEVATION [SCALE 1: 250] 1 2 3 COMBINATION OF ALL 3 ALUMINIUM BATTEN COVER NODE BAR CLADDING PANEL A B C SIGNNETURE 2. SHELL ROOF DETAIL AT - B [SCALE 1: 10] DETAIL AT - A [SCALE 1: 10] A \H1.4x; B \H1.4x; DETAIL SECTION [SCALE 1:50] KEY SECTION AND PLAN \H1x;[SCALE 1:50] 8mm DIA BARS 12mm DIA BARS 10mm LINKS 12mm DIA BARS 900 X 350 R.C.C. BEAM R.C.C. SHELL ACTING AS A SHELL ROOF R.C.C. GUTTER 150 X 500 R.C.C. BEAM THICKNESS VARIES FROM BOTTUM EDGE TO TOP THICKNESS AT TOP 75MM 6mm THK TRANSFERANT ACRYLIC SHEET 150 X 460 R.C.C. CIRCULAR BEAM 460 \A1;150 \A1;350 \A1;750 \A1;600 \A1;500 450 \A1;150 \A1;350 75mm THK SLAB AT TOP MOST LEVEL SOME BASIC CONCEPT FOR SHELL STRUCTURES * THE SUPPORT FOR THE SHELL STRUCTURE IS MORE IMPORTANT THAN THE SHELL * STIFFEST PATH CONCEPT ARE USEFULL IN UNDERSTANDING SHELL STRUCTURES. * SHELL STRUCTURES CAN CARRY RELATIVELY LARGE POINT LOADS. * SHELL STRUCTURE GET THEIR STRENGTH BY SHAPE AND NOT BY HIGH STRENGTH MATERIALS * DON'T PUT STRESSES TO DEYOD THEIR LIMIT IN THESE TYPE OF STRUCTURE. * SHELL STRUCTURES BECAUSE OF THEIR COMPLEXITY AND UNFAMILIARITY REQ. A LARGE LEAD TIME FOR DEVELOPING THE DESIGN. * FOR ORDINARY STRUCTURES AN ADEQUATE PRELIMINARY DESIGN SHOULD BE WITHIN 10% SHELL STRC. CAN BE ESTIMATED TO WITHIN 5% BECAUSE THE ONLY USUVAL UNKNOWN IS THE AMOUNT OF REINFORCING. REINFORCEMENT ARE UPWARDSIDE IN SHELL STRUCTURES 3000 6mm THK TRANSFERANT ACRYLIC SHEET

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DETAIL, details, DWG, formwork, frame, frames, reinforced concrete, roof, schalung, shelf, space, stahlbeton, steel