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Fe

490000 kN/m2

w

5.658 mm

Fu-plate

469.999  N/mm2

Fu-brace

410 N/mm2

tplate

16 mm

tbrace

10 mm

Rnw

Image Removed

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body--uriencoded--$$ \normalsize R_%7Bnw%7D = 0.6 \times F_e \times 2 \times 0.707 \times w $$

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body--uriencoded--$$ \normalsize R_%7Bnw%7D = 0.6 \times 490 \times 2 \times 2 \times 0.707 \times 5.658 =4704 $$

Rn-plate

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body--uriencoded--$$ \normalsize R_%7Bn,plate%7D = 0.6 F_u t l = 0.6 \times 2 \times 469.999 \times 16 =9024 $$

Rn-brace

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body--uriencoded--$$ \normalsize R_%7Bn,brace%7D = 0.6 F_u t l = 0.6 \times 4 \times 410 \times 9.3 = 9151.2 $$

RnBM

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body--uriencoded--$$ \normalsize R_%7BnBM%7D = \mathrm%7Bmin%7D ( R_%7Bn,plate%7D , R_%7Bn,brace%7D ) =9024 $$

Rn

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body--uriencoded--$$ \normalsize R_%7Bn%7D = \mathrm%7Bmin%7D ( R_%7Bnw%7D , R_%7BnBM%7D )l =4704 \times 140 =658.56 $$

ΦRn

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body$$ \normalsize \varphi R_n = 0.75 \times 658.56 = 493.92 $$

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