HakanŞahin
Administrator
Hello there ; Version 8.503 is now available. Studies have been carried out on the errors identified in 8.500. Regulations Made in Transition from 8.103 to 8.503: 1- Element design with TS EN 1993-1-1 Euro code 2- Wind loads calculation with TS EN 1991-1-4 Euro code 3- In the Official Gazette Design of Elements and Steel Joints with the New Steel Regulation 2016 published in 2016 4- Scaffolding Macro 5- Cover joint for Box/Pipe profiles 6- Stiffened butt plate joint for weak direction 7- Butt plate truss joint 8- Butt plate truss joint for Box/Pipe profiles 9- Seating truss junction 10- Crane joint 11- Angling the lower plates in the 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 purlins in 3D Filter Reinforced concrete possibilities and improvements: 20- Modeling rafter raft foundations according to finite elements together with beam, plate and superstructure 21- Making raft foundation by defining a continuous foundation only from the outer frame 22- Monitoring the 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 has been improved. Correcting the errors identified in 37-8.500