Hello all,
I want to align my text in Solidworks. This simple thing for for example (with the dots being the space) :
Text1................Text1
Text2................Text2
Instead I am getting something like this :
Text1.............Text1
Text2..............Text2
The tab stop keyboard...
Hello all,
I am trying to understand when we have to consider both axis for dimensioning of Elastomeric bearings. Most of the examples I see take in account only one (the principal rotation i.e. vertical to the bridge's longitudinal axis).
Now, about the shear strain due to rotation for a...
Hi,
I want to perform a non-linear analysis, so i want to input a table to the load case so that the load applies gradually on my structure. The problem is that i have allready assigned a table to this load (type of z0 coordinate).
Is it possible to assign two tables at a boundary condition...
Why both e-tabs and SAP don't show me the S-max contours for the spectrum analysis whilst for the gravity loads i have no problem ? I also tried to define a COMBO, containing the seismic loads but with no result. Any tips ?
Exxit, Thanks a lot!!!Problem Solved.
Mike, i think that word actually embodies the autocad drawing because when i move or copy the file it is still there and you can right-click edit it. There is no link.
It doesn't matter now, my problem is solved. Thanks anyway.
It is very common for me to copy-paste autocad drawings into word and excel, and i do not save another .dwg of the drawing but the final .doc file with the embeded drawing.
Recently when i double-click to edit SOME of the drawings, Office recognise the object as unknown !!! And i cannot convert...
Hello everyone.
I am modeling a structure using Link elements with non-linear behaviour. I am using the Plastic (wen) behaviour.
I define the Yield strength at a certain value (eg 167,00) and at the result i see that at a certain time step in the Time_History analysis the link has reached the...
