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anyone take the april test find that the new steel manual was difficult to use? i notice that the table for Sx is gone! the standards also list the seismuc design manual as a reference. any questions specifically on this manual?

I took the exam in October and there were questions having to do specifically with masonry design and special inspections. Can someone tell me specifically (which code and page number) where it is written that if special inspections are not performed, the allowable stresses in masonry should be...

any word on the release of RI results?? :waitwall:

Wood design... I have the timpber design manual (green one). It is based on the 1997 NDS. Pretty similar. Very good book, but why are the 1997 Fv values almost half of the 2001 Fv values? What changed between those two codes? second question deals with flat use factor Cfu and Size factor...

Not sure how I missed that! thanks for the reply

Sorry everyone not sure why this was posted three times Wimp

ACI318 - 05 says max stresses in concrete are as follows... for stresses in concrete immediately after prestress transfer extreme fiber stress in compression = .6f'ci extreme fiber stress in tension = 3 sqrt(f'ci) extreme fiber stress in tension = 6 sqrt(f'ci) for stresses in concrete after...

ACI318 - 05 says max stresses in concrete are as follows... for stresses in concrete immediately after prestress transfer extreme fiber stress in compression = .6f'ci extreme fiber stress in tension = 3 sqrt(f'ci) extreme fiber stress in tension = 6 sqrt(f'ci) for stresses in concrete after...

ACI318 - 05 says max stresses in concrete are as follows... for stresses in concrete immediately after prestress transfer extreme fiber stress in compression = .6f'ci extreme fiber stress in tension = 3 sqrt(f'ci) extreme fiber stress in tension = 6 sqrt(f'ci) for stresses in concrete after...

thanks for the reply! that should really help

On the last April SE-1 exam, I felt like there were a bunch of questions on piles. I didn't know much about them and would like to learn the basics. Can anyone point me to some basic resources on the subject? Also, pre-stressed concrete...without getting into the complexities of the subject...

I am spending quite a bit of time reviewing, but can't help spending a lot of time on the same old stuff! I failed the Strl-1 exam last go around, but did not feel like I was ill prepared. I have been studying for the Oct exam and feel the same feeling.

Kevo: How would you rate the License review book that you used (by Alan Williams). Are the questions short and sweet like the exam? Long and drawn out like 246 solved strl problems book? Looking for similar problems to the NCEES strl sample probs book. More of them would be terrific. thanks

I don't know of any allowable value for expansion. I'm not sure where it would say it, but I am sure the code says that the overall design needs to be able to safely handle stress due to expansion/contraction as well as the overall expansion / contraction of concrete should not adversely affect...

while looking at the topics in this forum I realized that there are not many specific questions about practice problems or questions about subject matter. Is everyone studying yet for the test in October? wimp :reading:

1) in the AASHTO load combination chart, how do you know which load group to use? for instance, if I have dead, live, and impact loads to consider, should I use "I" or "IA"? 2) Is there a code prescribed method for distributind wind loads to the floors in a multi-story building? Or, do we...

I recently purchased 2 ASCE publications... Guide to the use of Wind load provisions of ASCE 7-02 and Guide to the use of Snow load provisions of ASCE 7-02 both are very informative, straight forward, and basic; is there a similar book/guide for the seizmic provisions? thanks

I asked this question in the wrong forum so here it is again... What lumber species are people specifying when designing wood framed construction. Where I am in the northeast, Home depot, Lowes, and contractor lumber yards have Euro Spruce. They don't know which Euro Spruce either. So , what...

OK, here is a good multi-part question. Thanks in advance. I have been reviewing many Architectural drawing sets for residential construction and finding that they specify either Doug-Fir or Hem-fir #2 or better for framing lumber. I live in the Northeast and can not find any lumber yards...

Need the 2002 ACI 530 MSJC code book this is the Masonry specification anyone selling? thanks