bending thickness and membrane thickness
bending thickness and membrane thickness
(OP)
why in program ask to choos bending thickness and membrane thickness although ican choose membrane or plate from type??
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bending thickness and membrane thickness
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RE: bending thickness and membrane thickness
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...
RE: bending thickness and membrane thickness
RE: bending thickness and membrane thickness
RE: bending thickness and membrane thickness
On the other hand, if you set m11=m22=m12=0, then it is turned into a membrane element.
In case of slabs, I would suggest you to use smaller than 1 values for m11,m22 and m12, so that the slab will not bend and the beams will carry a lerger load.
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...