actually he is serious he already gave me the topographic survey of the lot and the deadline for my design. And by the way this wall will be used for the lot of a batching plant that our company owned. For the wind velocity of 250 kph it is the code provision of our structural code in that area...
My manager asked me to design a solid perimeter fence 10m high and 120m in length. This would be my first time to design "10m high" wall, I asked my manager if I could use a wire mesh to reduce wind load because the winds here goes from 200-250 kph. But he wanted it to be a solid wall (CHB). My...
Actually this sign is for our company (Contractor) and we will do the construction. We don't have the equipment to drill piers as you recommended. And my boss don't want to contact other contractor to drill piers because he believes that it will cost more.
I have another question, due to lack...
Thank you for your suggestions! Actually my reference from designing the footing is from "Footing Design by S. Ali Mirza and William Brant". can someone confirm this because I didn't encounter this during my college years (picture below). I asked my boss about piles but he didn't like it due to...
Hello Engineers,
I have been asked to design a pylon sign 6m(high) 2m(width) Supported by two metal columns (not sure yet if I beam or Tube) and closed my signs. I'm using a wind speed of 60 m/s and I try to get the reactions on the support using STAAD.Pro. During the manual computation for the...
