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All gone except Highway Capacity Manual 2000 (HCM2K) $90 All in NEW condition expedited shipping is included. Email me: [email protected]

Thank you very much. I must saw you on the exam room that day, not too many people taking SE on Hawaii. I know I need to pass SE I and II to design buildings on HI and agree with that rule, just a little peacockery. ^-^ Want to show SE title rather than a normal PE on my resume or name card...

No problem. Will email you. Three books left: Structural Engineering PE License Review Problems & Solutions, 6th Edition $70 Timber Design for the Civil and Structural PE Exams (TIMB6) $30 Highway Capacity Manual 2000 (HCM2K) $90 Buy any two books of them, will give you the NCEES...

Structural Engineering PE License Review Problems & Solutions, 6th Edition $70 Seismic and Wind Forces: Structural Design Examples, 3rd Edition $40 Timber Design for the Civil and Structural PE Exams (TIMB6) $30 Highway Capacity Manual 2000 (HCM2K) $90 Buy any two books of them, will...

I just know that I passed SE I and SE II in HI. I supposed to get a SE license for my hard working. But just found that there is no SE license in HI: it's PE(structural). Is there any way I can register as SE in other states with the exams results?

. Thank you. I cant use it for Hawaii. Anyway the results for HI were out on 15th. I passed.

Hi, what is "Continental Testing website"? Eager to check it too. Thanks.

if not legal, please delete the post.

there are many questions I cant find exact match answers on SE I exam. Anybody has the same feeling? for eample my answer:400kips, have to select the nearst: 405 kips?

When checking a bearing wall under lateral bending, why many example book use unity interaction equation: fa/Fa+fb/Fb<=1. rather than (fa+fb)<=(1/3)fm' as specified in 2.3.3.2.2 ACI530-05 for reinforced masonry? I should treat it as unreinforced masonry for a bearing wall? (I do use...

If required in the steel problem"show all the calculation" Does that mean have to calculate the capacity according to the spec. step by step and can't use steel manual tables? I highly doubt it.

Thank you. That's what I thought. But so far I haven't found the "old" equations in those chapters(such as equations to distinguish plate girder from beams). They completely change the design concept for plate girder or just I didn't find it? I will keep looking. Any thought is appreciated.

Thank you for the suggestions. I did checked the errata. But so far no errata for that question. Anyway, anybody know which chapter it is for "plate girder" in new 13th edition steel code? The old code has a distinguish chapter for that. But I haven't found it on new code. Thank you.

Thank you so much. It does help. Mine is 1st printing, it's wrong. Don't know how many else errors there. But no time to buy a new one. Back to my 2nd question, on your 2nd printing Example 3.19 composit beam question, it still use d=9.6in on equation 500*phi*bd? Thanks.

Forgot to mention, I am using third version. Are you using fourth version? on 3rd version: Pa=Pm+Ps=22.66kips+2.37kips(steel)=25kips; si this different to 4th version? Thank you.

Masonry practice problems #1: in solution, it considers the reinforcement contribution for a bearing wall. Is that right? Since there is no lateral reinforcement, you shouldnt consider vertical reinforcement, right? For a composite construction, when checking the horizontal shear, the "d" in...