I have to design a structure where plot size is 20' wide only and all the column are at the property line so I am going for strap footing, but to analyse and design the strap footing where both the column is eccentric I tried to search any design example but couldn't find one. So if you suggest me any book or example that would be great. Thanks in advance 🙌🙌
It wouldn't work like you described (for footings example) - like beam with two fixed basis...idea is good, but it's wrong. Cantilever is more closely. But the most closely will be "beam on ground".
Question...if a building is sandwiched between two buildings and both column A and B bump up against property lines and hence both are eccentric footings. We still need a strap footing, but how does the cals change?
@@Zorot99 if the loads are still going to the pad and there's nothing preventing it from rotating it won't work. You better off landing the column on the beam, shifting the pad from the boundary and making it a concentric pad footing without bending moment.
@@bengthebrazilianengineerinAus this app works in Android phone if not then suggest me an app for Android phone for creating lecture Thanks in advance ☺️
