Corrected column slenderness limits according to ACI Corrected the calculation of crack width for slabs according to EN Added Eurocode formula 9. Fixed the formula for conditions without drainage for foundation slip resistance according to EN Corrected the calculation of crack width for beams and columns according to EN Steel Connection Design Corrected the behavior when a Pinned Beam-to-Beam steel connection is copied and then the angle used is changed to the default.
Web plate stiffeners are now considered in calculations of Beam-Column connection rigidity. Steel and Timber Design Corrected the calculation of elasticity modulus in fire conditions for timber design code EN SANS Sequential Loading for Stories.
Sequential self-weight now builds construction stages for each story and collects results into a single load case. In successive iterations, the deformations for a given story are calculated without considering the stiffness of the stories above. Detailed Pressure for Panels from Wind Simulation.
You can now specify whether to apply pressure as an average load for a panel or as a load map with relevant finite element mesh. By not selecting an average load, you can obtain an image of pressure maps on finite elements. Section To check the beam behavior, you can select different sections from the Section list. They are verified instantly: The Failures field displays information about the incorrect beam parameters.
Select another section. Camber Enter the camber value. If the Camber field is inactive, activate it: Select Design beam with camber. You can modify the camber value within the range of camber settings specified on this tab. Composite Select it to design a beam as composite. It is possible only if positive moments occur in the beam.
If negative moments occur, the composite option is inactive. If you select the Design Composite procedure, the Composite option is selected automatically. If you select the Design Non-Composite procedure, this option is automatically deselected.
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