Author
|
Karl-Heinz Drees
|
University
|
University of Applied Sciences Oldenburg, Germany,
Faculty of Civil Engineering |
The objective of the thesis is the structural analysis and design of a grandstand roofing structure of the stadium in Magdeburg, Germany.
Author
|
Karl-Heinz Drees
|
University
|
University of Applied Sciences Oldenburg, Germany,
Faculty of Civil Engineering |
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.
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.