![]() ![]() What would you recommend he use? I'm always up for new reading material. If we know the Bending Mt and the Allowable Stress for the. They may have more to offer but their price structure isn't really friendly for small companies to "browse". The simple M/IF/YE/R formula can easily be shuffled around in order to solve the missing piece. I saw one link a member here posted for an out of print SAE handbook for off-highway equipment and I think they still have a magazine on the topic but that is all I'm familiar with. What is the maximum stress in the timber section and the maximum stress in the Aluminium section. Factors of Safety are applied to the limit stresses for allowable stress values: bending (braced, L b < L p) 1.67 bending (unbraced, L p < L b and L b > L r) 1.The SAE, from what I have seen, has very little in the way to offer. factored column load calculated from load factors in LRFD steel design r radius of gyration R generic load quantity (force, shear. I'm not sure what other specs to refer to regarding bolted/welded steel fabrication. The AISC code is oriented for construction but all the materials are used in many other industries that lack their own spec/code book, so the numbers are a good starting point for a relatively cheap ($350) book. AISC can be valuable for people doing steel fabrication of heavy equipment, like myself, because about 95% of the steel we use is structural shapes (channels, beams, angles, bar) and structural plate (ASTM A26, A572 Grade 50, A656 Grade 80) that is burned and formed.
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