Static calculation of scaffolding projects can be done easily with ideCAD Çelik and ideCAD Reinforced Concrete, which are general purpose steel software. The design controls of the bars can also be made in accordance with the steel structures regulation and the EC3 Eurocode regulation. In accordance with the scaffolding regulation, the static system of the scaffolding project can be formed H type or flanged sickle. Scaffolding drawings and scaffolding details can be produced automatically within the scaffolding project. In addition, with the 8.5 version to be released as of May 2016, the pier macro will be upgraded to reinforced concrete users in ideCAD Reinforced Concrete. 8.0 version users will have this macro for free. In the macro, H type scaffolding drawing, flanged scaffolding drawing and scaffolding drawings and details can be produced. Steel scaffolding Modeling and Design with ideCAD (PDF File) Watch the recorded video of the tutorial
What's New in 8.5 According to 8.103: 1- Element design with TS EN 1993-1-1 2- Wind load calculation according to TS EN 1991-1-4 3- Element and Joint design with New Steel Regulation 2016 4- Scaffolding Macro 5- Cover joint for Box/Pipe profiles 6- Joint with stiffened butt plate for weak direction 7- Truss joint with butt plate 8- Scissor joint with butt plate for Box/Pipe profiles 9- Scissors clamping joint 10- Crane joint 11- Angling the bottom plates in ridge joint 12- Separate layer for secondary steel beams. 13- Console element combination has been made more suitable for cranes. 14- Work was carried out to create plan drawings, point details, facade drawings in steel drawings, and to reduce interference with simplification in steel drawings. 15- Steel column-single foundation drawings 16- Length, weight, etc. given in the layout table in the steel drawings. displaying the units of the values 17- Self load of the composite slab was not transferred to the system. Transferring. 18- Since metal floors do not exhibit rigid diaphragm behavior, the program does not create a rigid diaphragm for them. 19- Open/Close purlin possibility in 3D Filter REINFORCED CONCRETE OPPORTUNITIES AND IMPROVEMENTS 20- Modeling of rafter raft foundations according to finite elements together with beam, plate and superstructure 21- Making raft foundation by defining continuous foundation only from outer frame 22- Monitoring moment shear force diagrams of continuous foundations without visualization 23- Modeling of continuous foundations as T beams 24- Beam-beam, continuous foundation-continuous foundation, panel-beam etc. In divisions, the element division algorithm has been improved according to the carrier-bearing element relationship. 25- General improvements have been made regarding column-foundation beam connections for continuous foundations. 26- In raft foundations, the flooring under the columns seemed to be cut visually. Now it looks whole. 27- Giving the controls in the retaining wall reinforced concrete dialog 28- In the column reinforced concrete dialog, reinforcement deficiencies were not shown in red, they are now displayed. According to version 29-7, rib beams were not shown in the cross section of the formwork plan. It is now showing. 30- In the Risky Building Analysis, polygon column dimensions appeared as rectangles in the critical Floor column limit values report. Adjustments have been made for circle and polygon column dimensions. 31- Beamed raft basically, negative printing of G and Q was perceived as negative stress in Reports. Absolute value is now printed. 32- When a rigid diaphragm is detected, a warning is given as Rigid Diaphragm-1 Rigid Diaphragm-2 instead of RD1 RD2. 33- The Risky Building Analysis command has been added to the Analysis menu. 34- Ability to choose gradient background color 35- ideCAD Wrep 8 36- 3D Printer model output capability has been improved