2007 NFPA 13. fasteners for sway bracing figure 9.3.5.9.1 for loads perpendicular to the structural member why should the fastener be installed a minimum 1/2 the depth? Is the structural member stronger on the upper half? Is the ceiling/roof load restrainin' the upper half of the structural member, although it is not a given...?
in my brain, i don´t know what is happenin... I should not have slept during the lectures on Mohr´s circle... scot deal excelsior fire _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum To Unsubscribe, send an email to:[EMAIL PROTECTED] (Put the word unsubscribe in the subject field)
