In a soil problem or soil context the compressive stress are positive, in other cases like the studies of Iron or wood the tensile stresses are positve, it's just a convention between ingineers. Also the "pole" method is very common on geotechnical problems
This helped me understand finding the Pole. Thank you!
hi Thomas, why compressive force is in positive sign ?
They got me confused too😅it's like it's another method
In a soil problem or soil context the compressive stress are positive, in other cases like the studies of Iron or wood the tensile stresses are positve, it's just a convention between ingineers. Also the "pole" method is very common on geotechnical problems
Pole is such an amazing concept in Mohr's Circle. Feels almost like cheating ahah. Thanks for the video!
Shouldn't the compressive force have negative sign?
In a geotechnical context the compressive streeses are positive 👻
thanks Tomas, I think the sign of 100 and 200 kp are negative
Thanks bro. Which program you used.
I used libreCAD to create the drawings.
It is a little bit different solving technique for my teachers notes.