SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...

Please prepare a UC summary table Profile size wise, Group Wise from ejoumale.pajamale@technipenergies.com

It is painful task to add DJ1 and DJ2 for deflection check in design paramter. Instead create SPAN command , which allows to add a set of members in a SPAN command to calculation local y and z deflection and actual DFF against allowable DFF. This ...

It shall be noted that, if solids are not oriented properly than, we are not able to assign properties to the model, and it is difficult to see which the bod is solid. -- With Regards. Ankur Jain -- Model Attached is confidential.

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Product: STAAD.Pro Description: Wind Load Graphic Details: Service Request 7001551689 created from the web by Milton Manos User Phone Number: 17406859217 I am requesting that STAAD.pro add a Wind Load Graphic (see enclosed example) to their calcul...

Please, add Brazilian codes: Some of the most important codes: ABNT-NBR 6118 (concrete design) ABNT-NBR 6122 (foundations design) ABNT-NBR 8800 (hot-rolled steel design) ABNT-NBR 14762 (cold-formed steel design) ABNT-NBR 7190 (wood design) ABNT-NB...

Provide a method to provide the design data to calculate the lateral drift using the methods provided by Verco Decking inc. https://vercodeck.com/

Include a Design category as part of the load case/combination definition so that when a design includes the load case/combination, it 'knows' how to consider the analysis results in the design without having to create a load envelope of a given t...

A really useful feature for steel structures would be a function to sort all the section properties alphabetically/numerically. In large structures it becomes very hard to follow what section is what once you hit around 100 different section prope...