brick arch thrust overturning moment safety factor
brick arch thrust overturning moment safety factor
(OP)
Does anyone know what safety factor to use for brick arch thrust overturning moment as it relates to resisting dead load moment? Should this possibly be 1.5 or 1.0?
ie Moverturning/Mresisting = 1.5, 1.0?
Thank you.
ie Moverturning/Mresisting = 1.5, 1.0?
Thank you.






RE: brick arch thrust overturning moment safety factor
If the 2 factor can be reduced to 1.5 or even less it is a matter of engineering judgement. One might think such is the case where the values of the variables used have been finely investigated and so defined.
RE: brick arch thrust overturning moment safety factor
RE: brick arch thrust overturning moment safety factor
RE: brick arch thrust overturning moment safety factor