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eccentric hss braces / erection bolts

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situation - eccentric braced frame using slotted hss braces and gusset
plates.

does anybody know of a design reference or procedure for taking into account
"erection bolts"?  is there even anything to take into account?  

does it matter how much hss / gusset weld is in place (along the connection)
before the bolt occurs?

does anybody specify size or location of bolts on their drawings?

tia 
da


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