Hey guys, I hope you are doing good
I have a question for all of you. I'm doing currently a multistory building of RC frames mixed with walls.
When checking the torsional plan irregularity, normally when there are high levels of torsion, the area where the center of rigidity is located tends...
Hey guys, I hope you are doing good
I have a question for all of you. I'm doing currently a multistory building of RC frames mixed with walls.
When checking the torsional plan irregularity, normally when there are high levels of torsion, the area where the center of rigidity is located tends...
The method works like this.
There has been numerous experiments of structural analysis on rectangular tanks done on the sap90. Then, it gives out a whole load of charts that have coefficients, in accordance to the height/width ratio and its supports, are used to calculate the bending moments...
Hey guys, how's it going?
I have an issue that came up today at work. I have been doing a design of a cistern wall using a procedure in a document of the PCA. But later found out that I could also analyze that wall like a cantilever beam, since its behaviour tends to be like that.
The PCA...
