have situation with drilled piers installed, rebars extending out to tie into upcoming pile cap ; now realize the top of drilled piers are 4 feet too low. choice is to pour a deeper ( thicker) cap or to " extend" the drilled pier up a few feet. Any thoughts on extending the drilled piers; i.e...
heres the OSHA Interpretation:
U.S. Department of Labor
Occupational Safety & Health Administration
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Standard Interpretations
05/26/1995 - Handrail and railing clearance for runways (hangar...
bagman: Under OSHA 1910.23 e 6 Interpretations in osha.gov is a letter from 1995 where OSHA states that ANSI A.12 is the source of their requirements and since ANSI changed from 3 inches clear to 1.5 inches clear and also changed to clearance just for "stair" type railing OSHA was changing to...
bagman and Swearingen thanks so much, you are 100% correct but its hard to come up with an actual OSHA code paragraph other than interpretation letter re: 1910.23e6 from 1995.
I think we cant cow tow to clients and do something that is not required, we are being reimbursed by them for our...
Need an OSHA interpretation, permanent open steel framed industrial stairtower, four columns with vertical bracing, inside the tower are stair runs and landings. At the landings where the edge of the landing is at the vertically braced column lines, is the railing there according to OSHA...
Regarding plate girder design with stiffeners, previously to be allowed tension field action the panel aspect ratio a/h had to be less than 3.0 and the codes listed an 'arbitrary" fabrication handling suggestion of aspect ratio< 260/ (h/t)2.
AISC 2005 Commentary G4 now defines the 260/ (h/t)2...
Existing one story building, full diaphragm at roof from metal deck and horiz bracing, some column lines have vertical bracing, others have CMU wall tied into steel columns. Question is: on outer column line there are W30x124 columns that have full height CMU walls (shear wall assuming) tied...
