ASCE - 7-10 NONBUILDING STRUCTURE FREQUENCY
ASCE - 7-10 NONBUILDING STRUCTURE FREQUENCY
(OP)
DEAR ALL
I AM DESIGNING A STRUCTURE WHICH IS SUPPORTING A LARGE SILO ON TOP, AS PER ASCE CHAPTER 15 - IF NON-BUILDING STR SUPPORTED
ON BUILDING HAVING WEIGHT 25% MORE THAN COMBINED WEIGHT OF BOTH TO BE DESIGNED AS PER CL.15.3.2.
I AM HAVING DOUBT THAT FOR CALCULATING FUNDAMENTAL FREQUENCY OF THE NON-BUILDING STR (THAT IS SILO) - ONLY THE
FREQUECY OF THE SILO WITH DEAD WEIGHT OF SILO PLATE HAS TO BE CONSIDERED OR
SILO WITH FULL FILLING WEIGHT OF INSIDE MATERIAL TO BE CONSIDERED FOR FREQUENCY
CALCULATION
I AM DESIGNING A STRUCTURE WHICH IS SUPPORTING A LARGE SILO ON TOP, AS PER ASCE CHAPTER 15 - IF NON-BUILDING STR SUPPORTED
ON BUILDING HAVING WEIGHT 25% MORE THAN COMBINED WEIGHT OF BOTH TO BE DESIGNED AS PER CL.15.3.2.
I AM HAVING DOUBT THAT FOR CALCULATING FUNDAMENTAL FREQUENCY OF THE NON-BUILDING STR (THAT IS SILO) - ONLY THE
FREQUECY OF THE SILO WITH DEAD WEIGHT OF SILO PLATE HAS TO BE CONSIDERED OR
SILO WITH FULL FILLING WEIGHT OF INSIDE MATERIAL TO BE CONSIDERED FOR FREQUENCY
CALCULATION






RE: ASCE - 7-10 NONBUILDING STRUCTURE FREQUENCY
Thaidavid
RE: ASCE - 7-10 NONBUILDING STRUCTURE FREQUENCY
Same rational about why we don't design building structures for 100% live load.