Good day! Just wondering if any of you encountered or have designed an irregular shaped water tank/reservoir.
I've been going at it for weeks and I have been really trying hard to figure out if using the Staad program would eventually help me solve for the bending moments, Mx and My as well as...
Good day! Just wondering if any of you encountered or have designed an irregular shaped water tank/reservoir.
I've been going at it for weeks and I have been really trying hard to figure out if using the Staad program would eventually help me solve for the bending moments, Mx and My as well as...
I've just finished looking into how to deal with the walls of a rectangular tank, now leads me to the question of is there any simpler methods on dealing with the bottom slab of the tank? I've tried reading the PCA but it only includes the top slab and looking into the size of my tank, (50x100)...
When dealing with a tank wherein you have to compute for your base shear, you have to consider the impulsive and convective force acting within the tank filled with fluid as well as the force acting on the wall. Considering that it is a two-cell tank wherein you have to compute the forces of the...
Does this sentence mean that whenever the load H resists the primary variable load effect, its load factor "H" shall be changed to 0.9 where the value of H is permanent? And throughout all other equations within this load combination, will the value of H be set to 0?
According to the exception...
