Statik program

And represented in tables. If minimum requirements are decisive the selected reinforcement will be according to these. If curtailing of the bars is required it can be done graphically where the length of the bars is adjusted with regard to the displayed tensile force curve. The next step is to check the beam in the Serviceability Limit State with regard to crack width and deflections. Deflections with regard to cracked sections are displayed graphically for total load, long time load and as a comparison also for the un-cracked state.

Max crack widths and their location as well as deflections along the beam are displayed as tables together with detailed result for the Serviceability Limit State.

The user defines an allowed max crack width limitation and an allowed max deflection limitation and the program will increase the reinforcement until these limitations are met if possible. Latest commit. Document determinism Git stats 99 commits.

Failed to load latest commit information. Register Feb 20, Support positive count in Readdir Mar 20, Feb 7, Feb 16, Apr 6, Added new feature to filter by file extentions Oct 25, Add directory support Aug 21, Support multiple assets View code.

All Cubus programs use shared modules like the CubusExplorer for organizing the computation data, the CubusViewer for printing and print preview and most of them also share the same graphics editor for the input of graphical objects. The collected changes compared to the predecessor generation are listed here. Base module and option 3 for spacial structures The base module for plane frames together with the optional 3D extension build an efficient tool for solving all usual static problems of structures consisting of rods.

Nonlinearities Option N This module allows to include nonlinear support components only positive or negative reaction forces or moments possible as well as nonlinear truss members taking only tension or compression forces. Dynamics, Earthquake Analyses Option D The module covers the evaluation of natural vibrations frequencies and mode shapes and earthquake analyses using the lateral force method or the modal response specturm analysis.