The Facts About Drawings in Tekla Structures Revealed

The Facts About Drawings in Tekla Structures Revealed

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s.) KS Symbol of Deformed Rebar: show as SD300, SD350, SD400, SD500 In SD400, S is steel, D is Deformed Bar, 40 suggests that resistance point is over 40kgf/mm2(= 400N/mm2= 4,000 kgf/cm2). 9. 2) Category of rebar Routine bars: The length of one strip is 8,000 mm by KS( Korean Standard). Each bundle has nearly very same weight.


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Enhancing bars that are primarily utilized in the building and construction site are SD40 high strength steel and SD30A moderate steel, Each bar is colored yellow( HD) and green( D) respectively in order to recognize them.  More Discussion Posted Here  used as processed goods such as hoop, stirrup, etc. Type Symbol Category SD 30A Green( D) Deformed SD 40Yellow( HD) Bar SD 50Black p.


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To prevent oxidation of the bar, it is recommended to prepare moderate quantity of thebars. When you need to pile the bars near the building and construction website, they should be classifiedand piled on the big gravels to make the ventilation easy. And also cover the equipped bars to avoid humidity. There are generally two types of warped steel utilized in the building and construction work.


Size, Weight of Deformed Bar( 8m) (KS D3504) Content1tonf2tonf nominal size Per each Per meter 1tonf 2tonf Type Qty per Qty per (D) mm (kgf)( kgf)( kgf) (kgf) HD10 210420 9. 534.48 0. 56941 1,882 HD13 120240 12. 77.96 0. 995955 1,910 HD1675150 15. 912.48 1. 56936 1,872 HD1956112 19. 1 18 2. 25 1,0082,016 HD2241 82 22. 224.32 3.


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431.84 3. 98 1,0192,038 HD2925 50 28. 640.32 5. 04 1,0082,016 HD3220 40 31. 849.84 6. 23997 1,9944) Weight limitation of rebar Weight limit, Size of Rebar, Remark 1 each1 load, Less Than D10- 0. 8% 7. 0% Sampling of test piece and D10 D166. 0% 5. 0% computation of weight limitation D16 D295.


0% ought to be in accordance with, KS D3504 More Than D294. 0% 3. 5% 11. 3. Estimation for system weight of Rebar1) Unit weight, Unit weight is the weight of bar per 1m. FYI, the standard value in drawing and the length of rebar is mm. When computing unit weight, you need to convert into m from mm.


56 f/m HD253. 98 f/m HD13 0. 995 f/m, HD295. 04 f/m HD16 1. 56 f/m HD326. 23 f/m HD19 2. 25 f/m HD357. 51 f/m HD22 3. 04 f/m HD388. 95 f/m, Basic system conversion1ton = 1,000 kgf1kgf = 1,000 gf1m = 100cm1cm = 10mm2) Computation of length( L) in design 12.