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Previously, the program would calculate values based on the supplied inertia and overall dimensions.Ī) 06 The verification file for 'CSA S16-14 - Shear Capacity Combined Stresses' has been modified to include the value of E in the published document and parameters SSY and SSZ to confirm the column is braced in both directions.Ī) 07 The Japanese steel design AIJ codes have been updated to ensure the limits of width/thickness of elements prescribed in chapter 8 are now being followed.Ī) 08 The processing of slenderness in the Japanese AIJ steel design codes has been updated such that members in compression, if the MAIN parameter exceeds 250, a NOTE will be added in the output. Designs are now performed using a resultant moment from MY and MZ rather than combining the results of the design moments in the local Y and Z axes which could produce conservative designs.Ī) 04 The calculation to determine the interaction checks (6.3) and (6.4) in the steel design to the Japanese AIJ 20 codes have been updated to use the value of 'fb' (minimum of fby, fbz and ft) instead of the tensile strength 'ft'.Ī) 05 The design of GENERAL user profile sections to the Japanese AIJ steel design codes has been updated such that if the profile includes specified values of modulus SY and SZ, those are now used.
(A) Analysis/Design Engine (16)Ī) 01 The value of the warping constant used in the design of wide flange and channel sections to the Japanese AIJ 2005 code has been updated from that determined using the equation published in Roarkes to those published in the AIJ code itself.Ī) 02 The details why an analysis is not performed when the required license is not available has been made clearer.Ī) 03 The design of circular hollow sections to the Japanese AIJ steel design codes have been updated.
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