Eccentric Footing Design in SAFE software. Strip Footing Design, Property line column footings.

Below is a link to Our Course
designskill.in...
whats App on [phone]
Eccentric Footing : All you Need to know,
design of eccentric footing,
eccentric footing example ,
is eccentric footing safe,
types of eccentric footing,
eccentric footing formula​​​, eccentric footing design as per is-456 pdf,
eccentric footing design as per is-456, eccentric footing design example, how to design eccentric footing, eccentric wall footing design example, difference between concentric and eccentric footing, an eccentrically loaded foundation is shown in figure, footing eccentricity calculation,
eccentric footing concrete calculation, eccentric footing calculation

[@design_skill]

Uplift could be possible in footing for many reason like hydraulic uplift pressure acts in upward direction, earthquake forces and also Larger eccentricities will also cause a portion of the footing to lift off the soil, because the soil-footing interface cannot resist tension. For a rectangular footing, this occurs when the eccentricity exceeds ek =𝑙/6 ek =b/6 This is referred to as the kern distance. Loads applied within the kern. There could be many solution of uplift like doing anchoring, dewatering, increasing SW etc but you can not use these solution because this uplift is not caused by hydraulic uplift or earthquake force. There was uplift caused eccentricity and could be controlled by giving strap beam, there are two solution you can give combined or give strap beam.

[@illusionarchitecturalplann7655]

Thanks sir for guidence

[@imrankaragathraik]

Thank you So much.

[@arunchandbala9597]

Sir,what was the price of this Course?

[@FaizanShaikh-xd7bo]

there is uplift in your design which is not acceptable as EARTHQUAKE CODE and the strap beam is not the solution for this situation

[@design_skill]

Uplift could be possible in footing for many reason like hydraulic uplift pressure acts in upward direction, earthquake forces and also Larger eccentricities will also cause a portion of the footing to lift off the soil, because the soil-footing interface cannot resist tension. For a rectangular footing, this occurs when the eccentricity exceeds ek =𝑙/6 ek =b/6 This is referred to as the kern distance. Loads applied within the kern. There could be many solution of uplift like doing anchoring, dewatering, increasing SW etc but you can not use these solution because this uplift is not caused by hydraulic uplift or earthquake force. There was uplift caused eccentricity and could be controlled by giving strap beam, there are two solution you can give combined or give strap beam.