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If λ ≤ λp, the element is compact,
If λp < λ ≤ λpr, the element is noncompact,
If λ > λr, the element is slender.
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TABLE B4.1b Width-to-Thickness Ratios: Compression Elements Members Subject to Flexure |
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Case | Element Description | Width-to Thickness Ratio | Limiting Width-to-Thickness Ratio | Examples |
λp (compact/ noncompact) | λr (noncompact/ slender) |
10 | Flanges of rolled I-shaped sections, channels, and tees | b/t | Mathinline |
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body | --uriencoded--$$ \normalsize 0.38\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 1.0\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
11 | Flanges of doubly and singly symmetric I-shaped built-up sections | b/t | Mathinline |
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body | --uriencoded--$$ \normalsize 0.38\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 0.95\sqrt%7B\dfrac%7Bk_cE%7D%7BF_L%7D%7D $$ |
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|
| |
12 | Legs of single angles | b/t | Mathinline |
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body | --uriencoded--$$ \normalsize 0.54\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 0.91\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
13 | Flanges of all I-shaped sections and channels in flexure about the minor axis | b/t | Mathinline |
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body | --uriencoded--$$ \normalsize 0.38\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 1.0\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
14 | Stems of tees | d/t | Mathinline |
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body | --uriencoded--$$ \normalsize 0.84\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 1.52\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
15 | Webs of doubly symmetric I- shaped sections and channels | h/tw | Mathinline |
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body | --uriencoded--$$ \normalsize 3.76\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 5.70\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
16 | Webs of singly symmetric I-shaped sections | hc/tw | Mathinline |
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body | --uriencoded--$$ \normalsize \frac %7B\frac%7Bh_c%7D%7Bh_p%7D \sqrt%7B\frac%7BE%7D%7BF_y%7D%7D%7D %7B \Big ( 0.54 \frac%7BM_p%7D%7BM_y%7D -0.09 \Big)%5e2 %7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 5.70\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
17 | Flanges of rectangular HSS | b/t | Mathinline |
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body | --uriencoded--$$ \normalsize 1.12\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 1.4\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
19 | Webs of rectangular HSS and box sections | h/t | Mathinline |
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body | --uriencoded--$$ \normalsize 2.42\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 5.70\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
20 | Round HSS | D/t | Mathinline |
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body | --uriencoded--$$ \normalsize 0.07 \dfrac%7BE%7D%7BF_y%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 0.31 \dfrac%7BE%7D%7BF_y%7D $$ |
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|
| |
21 | Flanges of box sections | b/t | Mathinline |
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body | --uriencoded--$$ \normalsize 1.12\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| Mathinline |
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body | --uriencoded--$$ \normalsize 1.49\sqrt%7B\dfrac%7BE%7D%7BF_y%7D%7D $$ |
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|
| |
...