Thanks for this Wonderful explanation but I think the water tank load in KN will be divided by the area of the supporting on top instead of the area of the tank.
Thanks for this Wonderful explanation but I think the water tank load in KN will be divided by the area of the supporting slab on top instead of the area of the tank.
Thanks for this Wonderful explanation but I think the water tank load in KN will be divided by the area of the supporting on top instead of the area of the tank.
Thanks Ekidel for this tutorial video, we appreciate alot
Can you design me 35m height steel to hold 1000l water
You I can, do you have a project?
Do you have WhatsApp group
Thanks for this Wonderful explanation but I think the water tank load in KN will be divided by the area of the supporting slab on top instead of the area of the tank.