Welcome to my channel Revit for Civil Engineers. If you are looking for help on how to use Revit, Advance Steel, Plaxis 2D, SketchUp and Lumion. You have come to the right place :)
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Thanks for the tutorial! I am new to these distribution and this kind of modelling and have noticed that there are many different distributions to fit the data. Is the Log Pearson you refer to here the same as the one sometimes refered to as Log Pearson III or LP3?
Isn't there an error at last equation? w is 25.2kN/m, but that is only variable imposed load. Shoudn't there also be permanent load included of 11.9kN/m? Otherwise slub above beam is not inculded in deflection calculation.
do i use the assumed moisture content (amount of water i poured into sample before compacting) to draw the curve or the calculated moisture content after the sample has been oven dried
In my experience Revit performance is affected by the CPU by a greater margin. This is especially true when not using realistic visual setting where the CPU is used in 3D space.
I know what you mean, but such is life. I suggest upgrading to a workstation desktop since most RTX 3000 laptops that I know have a power constrain that is lower than even a decent gaming laptop.
Timestamps: 0:00 - Introduction 0:20 - Using Model Line Tool 2:06 - Creating the Stairs 3:35 - How to Change Stair Orientation? 4:22 - 3D View of the Stairs