The layout and contents of the tables covered in this report closely resemble those given for equivalent carbon steel structural sections in the AISC Steel Construction Manual.
aligned with the design provisions in the 2010 AISC Specification for Structural Steel Buildings (AISC 360), hereafter referred to as the AISC Specification. AISC MANUAL OF STEEL CONSTRUCTION 13TH EDITION SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 14-2 OF AISC 390, AISC MANUAL. ? inch - Table 14-2, Part 14, AISC Steel Construction Manual. ?Mp and ?BF are listed in Table 3-2 of the AISC Manual Aisc Steel Construction Manual Table 14-2 Single-pass fillet welds greater than 5/16 inch in size - 2099 IBC, Table 1704.3, Item 5.3. to 0.12) fmax = side friction based on speed and super elevation (Equation 3-10, page 146, AASHTO. Table of Contents AISC Steel Construction Manual, 13th ed., American Institute of Steel Construction, Inc., Chicago, IL,. Manual is Table 2-2 in the 14th Edition AISC Manual (AISC. (page 1-93 of the steel manual) Table of Contents. Also note the area of the cross section for later. Look up the r value in Table 1-12 of AISC. for beams (Table 3-23), and available moment vs. vs.The AISC Steel Construction Manual is often just called the Steel Manual. Obviously, you could very easily print off the older specifications for free and inoculate yourself a bit that way. Nobody around with the older manuals that you could borrow from? Just imagine if you fail and then require the newer manual for the next round after procuring the older one? That would suck.
Otherwise, I feel that the newer manual would be a better investment. If you think that you'll be cutting it so close that you couldn't afford to miss a point or two, get the older manual. I tanked a couple of points as a result because I attempted something by hand that would have been much faster using values tabulated in the manual. For one exam, I forgot my steel manual but did have the Structural Engineering Reference Manual.
For three of them, I used incorrect versions of the manual and, to my knowledge, didn't lose a single point on account of that. I've done steel design on four separate exams now. The stuff that you'd need the manual for tends to also be stuff that isn't changing quickly (tabulated bolt capacities etc). Are there enough small factors/equations that have changed to really constitute a pass/fail?įor me the answer would be no.
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