Width-to-Thickness Ratios Report for SCBF per AISC 341-16 with ideCAD

How does ideCAD control Width-to-Thickness Ratios for special concentrically braced frames according to AISC 341-16?

Column, beam and brace members of frames, that resists high ductility level loads are automatically controlled and reported according to Table D1.1.

The structural frame members, such as columns, beams, and braces with high ductility level, are controlled according to Table D1.1 and reported.

Limiting Width-to-Thickness Ratios for Compression Elements for Moderately Ductile and Highly Ductile Members

Limiting Width-to-Thickness Ratios for Compression Elements for Moderately Ductile and Highly Ductile Members
Description of Element	Width-to- Thickness Ratio	Limiting Width-to-Thickness Ratio		Example
Description of Element	Width-to- Thickness Ratio	λ_hd Highly Ductile Members	λ_md Moderately Ductile Members	Example
Flanges of rolled or built-up I-shaped sections, channels and tees; legs of single angles or double-angle members with separators; outstanding legs of pairs of angles in continuous contact	b/t
Flanges of H-pile sections per Section D4	b/t	not applicable
Stems of tees	d/t
Walls of rectangular HSS used as diagonal braces	b/t
Flanges of boxed I-shaped sections	b/t
Side plates of boxed I-shaped sections and walls of built-up box shapes used as diagonal braces	h/t
Flanges of built up box shapes used as link beams	b/t
Webs of rolled or built-up I shaped sections and channels used as diagonal braces	h_w/t
Where used in beams or columns as flanges in uniform compression due to axial, flexure, or combined axial and flexure: Walls of rectangular HSS Flanges and side plates of boxed I-shaped sections, webs and flanges of built-up box shapes	b/t h/t
Where used in beams, columns, or links, as webs in flexure, or combined axial and flexure: Webs of rolled or built-up I shaped sections or channels [b] Side plates of boxed I-shaped sections Webs of built up box sections	h/t_w h/t h/t	For C_a ≤ 0.114 For C_a > 0.114 where	For C_a ≤ 0.114 For C_a > 0.114 where
Webs of built-up box sections used as EBF links	h/t
Webs of H-Pile sections	h/t_w	not applicable
Walls of round HSS	D/t

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Analysis for SCBF per AISC 341-16 with ideCAD

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