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tw

7.1 mm

 

lb

25.7 mm

 

to

10.7 + 15 = 25.7 mm (Beam flange + Beam flange radius)

 

Fy

235.359 N/mm2

 

Rn

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body$$ \normalsize R_n = F_yt_w(2.5k + l_b) $$
Mathinline
body--uriencoded--$$ \normalsize R_n = 235.359 \times 10%5e%7B-3%7D \times 7.1 \times ( 2.5 \times 25.7 + 25.7 ) = 150.31 $$

AISC 360-16 Eq. J10-3

Rn / Ω

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body--uriencoded--$$ \normalsize R_n/ \Omega = 150.31 / 1.5 =100.207 \; \; \mathrm%7BkN%7D $$

 

Required

Available

Check

Result

73.288 kN

100.207 kN

0.732

...

tw

7.1 mm

 

tf

10.7 mm

 

lb

25.7 mm

 

d

300 mm

 

E

205939650 kN/m2

 

Fy

235.359 N/mm2

 

Rn

AISC 360-16 Eq. J10-5a

 

 

Rn / Ω

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body--uriencoded--$$ \normalsize R_n/ \Omega = 196.275 / 2 =98.138 \; \; \mathrm%7BkN%7D $$

 

Required

Available

Check

Result

73.288 kN

98.138 kN

0.747

...

Ag

 

Fy

235.359 N/mm2

 

Rn

AISC 360-16 J4-3

Rn / Ω

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body--uriencoded--$$ \normalsize R_n/ \Omega = 211.823 / 1.5 = 141.215 \; \; \mathrm%7BkN%7D $$

 

Required

Available

Check

Result

73.288 kN

141.215 kN

0.519

...

Fe

480000 kN/m2

w

11.315 mm

Fu

362.846  N/mm2

l

110 mm

e

60mm

Rn

Rn / Ω

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body--uriencoded--$$ \normalsize R_n/ \Omega = 148.114 / 2 = 74.057 \; \; \mathrm%7BkN%7D $$

Required

Available

Check

Result

73.288 kN

74.06 kN

0.990

...