thanks for these lectures, they're very helpful and timesaving. Please include the final solution to tutorial problems at the end so that we can verify what we solve (here, it is available but in other lectures it's missing). Other than that, exceptional delivery and to the point! keep it up 🫡
sir if eccentric load acts in a way that it produces primary compressive force ( instead of tensile) and secondary tensile force ( due to eccentricity) then in net total load should I subtract the compressive load or took the secondary tensile force only ( as in Machine design by VP bhandari he didn't take compressive load into consideration in one example although when both are tensile he add them same as you have done) can you please clear this doubt
if F(or W) is opposite direction , can i do the same as tensile method, if it can do, in the total tensile load should i give F(or W) load to negative value
Not exactly, you have to consider the load in the opposite direction and you have to check the nature (tensile or compressive) of primary and secondary loads separately Because if the direction changes, the pivot point will change and the primary and secondary will be in different nature.... Hope I answered you question, if you need more clarification comment it....
If there is some perpendicular distance between the axis of the bolt and the load applied, we can consider that as eccentricity and calculate the secondary load.... If the load is directly applied at the axis of the bolt, then the secondary load can be neglected...
@@themechanicalengineer Thank you for reply, my question is to calculate secondary load we equate moment due to external load to moment of internally generated forces in bolts, so external moment should be calculated at tilting edge or at the CG?
