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Hi, Could you share the spreadsheet? Thanks, STRUKT

Hi Pretty Girl, Could you please share here your spreadsheet? Thanks

Hi, Is there any possibility of checking for a given Envelope value which Concomitant Forces are related to within SAP2000 (not exporting values to Excel)? Question: For a given element you have an envelope of bending moments and we need to get the concomitant values of axial and shear for...

Anyone can help here? Regards, STRUKT

JoshPlumSE, indeed that should be the expected behavior but unfortunately it is not. In SAP2000 we can make 2 types of verifications so called Design or Check. For Design one use the tool for select/propose the most suitable section profile for the given loads automaticaly. For Check is just...

Any insights? Regards, STRUKT

In other software packages is just selecting the elements for which one want to perform the Verifications / Checks and it is done. We can not understand how this simple and strait forward option is not addressed in SAP2000... It is not an option to make simplified models because of the fact the...

Hi, We have been using SAP2000 for some time and now we came across the following issue: Is it possible to run checking/verification of selected parts / elements of one large structure or just for the entire system? The point is that we are working with a large model that we need to...

Dik, Could you please share the name of the Standard that you use as reference for the snow load scheme shown above (picture that you shared)? Thanks, STRUKT

According to Eurocode the distances between the roofs limits have influence on the value of drifted snow load to consider. Those distances are different on both directions. So in this particular case and taking Dik picture as reference in XX direction the load will be higher than on YY...

The values for the 2 independent directions will be different, so that which load should one consider at the intersections zones (45º lines from the corners of the small roof)? (how can we insert pictures in line with text how you did before Dik) Thanks, STRUKT

Hi Everyone, We've been working on a project in which we have to take into heavy snow loads. The issue that we have in hands is how should we define the snow drift for the given situation? (please check picture) As far as we get the snow drift recommendations from the standards take as main...

Thanks for the inputs. Maybe the hollow core slabs could be used as lost formwork for the structural slab. About the sidetrack from jayrod12 i've found this complete list of iso 3166 country codes. Hope this could enlighten about what PT stands for...

Where is here jayrod12 ?

Hi all, We've been working on a project of a pier slab located in a small harbor to help load and unload fishing boats. The contractor looks for a precast solutions instead of cast in situ regarding the obvious issues around formwork and reinformcent jobs on a tide zone. Our main concerns...