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Re: [SEAOC] Glazing support

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TanerJ(--nospam--at) wrote:
> Any suggestions which printed source(s) will provide recommendations for
> deflection criteria applicable to elements supporting glazing?  Deflection
> criteria for wind loading would be particularly interesting.
> Thanks,
> JT

I have tried to limit story drift where large glass store-front and 
glass walls (custom homes) are desired, to 0.0025h. I know that this is 
twice as stiff as code allows, but since there is virtually no room for 
flexibility in large glass panels I felt that less damage would incur in 
a stiffer system. I am not as concerned where smaller windows are used - 
such as in most residential. Here I design for 0.005h deflection (story 
Hope this helps

Dennis Wish PE