Recent content by johnbridge231

Moreover, the first mode may be torsional and mot translational. Biaxial Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

No, BS suggests other modifiers, especially for slabs, as much as I remember. Biaxial Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

charliealphabravo, that's correct. Eurocode 3, Part 1-8 suggests this as well. Biaxial Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

Superposition is only valid in case of linear analysis, be aware! Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

von misses stresses are for ductile materials only and don't have any sense for concrete. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

Do you have the friction factors available? Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

use X bracing. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

Exactly. Exentically loaded column can lead to biaxial bending... Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

using section designer. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

maybe you can assign a 0.001 torsional modifier to the frame element. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

that distibution of stresses makes sense. You should read the values outside the cross section of the column (not inside joints). Moreover, you should not stick on local stress peaks, but assume a mean value per a unit surface. Analysis and Design of arbitrary cross sections Reinforcement...

out of planee bending may be critical. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

You can use a general finite element analysis program, eg SAP and assign the properties of wood material and section. Finally, after obtaining the analysis results, you can proceed to the check of the cross sections using a general timber cross section application, for example this one. A...

I thinks the difference has only to do with their plasticity (ductility) Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html

try access steel. Analysis and Design of arbitrary cross sections Reinforcement design to all major codes Moment Curvature analysis http://www.engissol.com/cross-section-analysis-design.html