Hello everyone!
I'm currently looking into calculations for a glulam beam loaded with a point load.
Is there any expert willing to take a look at these so that I'm not completely off track...
Hope the Excel file is included.
//M
I'm currently looking into calculations for a glulam beam loaded with a point load.
Is there any expert willing to take a look at these so that I'm not completely off track...
Hope the Excel file is included.
//M
I'm not exactly an expert, but the final result seems correct.