Probably the biggest problem with not having the edition of the code they specify is when they tell you to use a certain equation or table that may have changed or moved in later or earlier codes. I would really try to get the one they specify.
One tip is ASSHTO has a strange way of...
I have a fence that has stainless cables and connectors that attach to galvanized fence posts and chain link fabric. Is this a problem? I know you aren't supposed to mix these two, but its just a fence. Thanks.
I specify only to splice at supports and design the beam as simply supported (not continuous). Unless your total length is less than 20 feet, you would spend way too much time detailing how to build up each beam.
You probably could assume 3 ply for deflection, but shear and bending only 2 ply...
I generally spec CDX plywood and yes, I do get requests to use OSB in place of it. I really don't care, because from a structural standpoint there is nothing wrong with it. Some architects I work with refuse to use OSB, because it does still swell more than plywood when it gets wet. Using OSB...
It sounds like it might be easier to use the stone as a form (supported by temporary framing) and use concrete to support the ceiling. Design a slab to support the masonry and use some type of mechanical ties in the masonry to assure bonding.
Note you need to have 18 semester hours of structural analysis and design courses for NCEES model law structural engineer designation. You may need additional course work anyway to meet this requirement.
I would agree that taking the SE1 over the civil would probaly be best if you are just doing structural. I would have a hard time getting motivated to take the SE1 if I had already passed the civil, though.
FYI - California did not make me go back and take the civil exam. They recogized the...
I don't think you have to go to that length. I know people that took the civil and are listed as structural. Like said above, there really isn't a SE in Texas like in other states.
In California, you do not have to take the SE1 exam to become an SE. After becomming a civil, you have to...
This would require them to take the column down, right? The structure is done, so taking down the column to install anything is not going to be a popular answer. I don't think welding is a good idea either.
I have anchor bolts that were installed without enough bolt to the clear the top of the base plate. I speced A36 anchor bolts, but A307 were installed. The contractor wants to weld the base plate to the anchor bolts, but I don't know if A307 bolts can be welded to the base plate. Since the...
The main difference is probably whether or not you have to do a thesis. I did the non-thesis option and my university called it Master of Engineering. The Master of Science was the thesis option.
My old boss had Master of Science on his diploma from Berkley (I think) but he also did the...
The Simpson Strong-Wall Shearwall is the only one I know of that makes use of straps, although I don't think they are diagonal. I wouldn't try to site build one of these, though. Quality control would be tough.
Does any one know of a good refernce with design values of joints made with steel pins in timber construction? Apparently visible bolt heads are not desireable.
Mixed Maple beams and stringers No. 1 has Fb=975psi without any adjusment factors. CF=.74
6 or 7 feet sounds too far. You don't want a bouncy bar. I am thinking 2' is best, 3' most.
