List of new features in RSTAB 8 (PDF)... - Dlubal Software
List of new features in RSTAB 8 (PDF)... - Dlubal Software
List of new features in RSTAB 8 (PDF)... - Dlubal Software
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5 Add-on Modules<br />
PLATE-BUCKLING<br />
PLATE-BUCKLING provides the follow<strong>in</strong>g <strong>new</strong> <strong>features</strong>:<br />
• Design accord<strong>in</strong>g to EN 1993-1-5, chapter 10, with NAs<br />
<strong>of</strong> Germany, Czech Republic, F<strong>in</strong>land, Cyprus and Italy<br />
by method <strong>of</strong> reduced stresses<br />
• Available restra<strong>in</strong>ts (for example adjacent structural<br />
components) are taken <strong>in</strong>to account <strong>in</strong> the form <strong>of</strong> a<br />
spr<strong>in</strong>g stiffness.<br />
• Optional designs for all eigenmodes<br />
New Features <strong>RSTAB</strong> 8<br />
CONCRETE<br />
The follow<strong>in</strong>g <strong>features</strong> are <strong>new</strong>:<br />
• Calculation <strong>of</strong> required re<strong>in</strong>forcement for different design<br />
situations <strong>in</strong> ultimate limit state <strong>in</strong> one calculation<br />
run<br />
• Description <strong>of</strong> re<strong>in</strong>forcement layer depend<strong>in</strong>g on local<br />
z-axis <strong>of</strong> members<br />
• Def<strong>in</strong>ition <strong>of</strong> different maximum allowable crack<br />
widths at top and bottom side<br />
• Copy function for provided re<strong>in</strong>forcement groups (already<br />
entered re<strong>in</strong>forcement properties can be taken<br />
over fast and easily).<br />
• Improved calculation <strong>of</strong> crack widths for crosssections<br />
with biaxial moment load<strong>in</strong>g<br />
• User-def<strong>in</strong>ed control <strong>of</strong> partial safety factors <strong>of</strong> materials<br />
used for different design situations or limit states<br />
• Optimized re<strong>in</strong>forcement output for circulat<strong>in</strong>g re<strong>in</strong>forcement<br />
layout and for re<strong>in</strong>forcement <strong>in</strong> corners<br />
• Results output <strong>in</strong> tables <strong>of</strong> total re<strong>in</strong>forcement amount<br />
available <strong>in</strong> cross-section by x-location<br />
• Improved output <strong>of</strong> design details for stress conditions<br />
<strong>of</strong> provided re<strong>in</strong>forcement <strong>in</strong> the ultimate limit<br />
state design<br />
• Calculation <strong>of</strong> required re<strong>in</strong>forcement for non-l<strong>in</strong>ear<br />
calculation <strong>in</strong> ultimate limit state<br />
<strong>Dlubal</strong> Eng<strong>in</strong>eer<strong>in</strong>g S<strong>of</strong>tware • S<strong>of</strong>tware for Structural and Dynamic Analysis<br />
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