I am always trying to start with my knowledge and after that , any body can correct me ,
1) I think always that outrigger can not cause soft story or weak story because it lead to uniformly distributed stiffness and strength for few floors ,
and we are adding outrigger to reduce lateral deflection not to impose irregularity inside the structure ,
2) When we check weak story , I think we should consider both ( shear and flexural strength ) , practically most of engineers are looking
for shear strength of lateral resisting members but I am asking always , how its possible to take full shear strength of the member while it may fail in flexure
and shear force at that stage is much less than full shear capacity !!
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Anas Dawas Aff.M.ASCE
Engineer
RAK
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