The model was calculated according to the large deformation analysis.
Structural Engineering | Dlubal Software GmbH Am Zellweg 2 93464 Tiefenbach, Germany Tel.: 094673-92030 |
The pulley was generated and analyzed in 15 minutes during a presentation at CeBIT 2002 in response to a customer's request.
The model was calculated according to the large deformation analysis.
Structural Engineering | Dlubal Software GmbH Am Zellweg 2 93464 Tiefenbach, Germany Tel.: 094673-92030 |
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In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
The seismic design result is categorized into two sections: member requirements and connection requirements.
The "Seismic Requirements" include the Required Flexural Strength and the Required Shear Strength of the beam-to-column connection for moment frames. They are listed in the ‘Moment Frame Connection by Member’ tab. For braced frames, the Required Connection Tensile Strength and the Required Connection Compressive Strength of the brace are listed in the ‘Brace Connection by Member’ tab.
The program provides the performed design checks in tables. The design check details clearly display the formulas and references to the standard.
In the Concrete Design provides an option to perform seismic design according to AISC 341-16 for steel members.
Five SFRS types (Seismic Force-Resisting Systems) are available for this.
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