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000912

2024-01-16

Formula 6.31 Converted to 6.36 with EC3, Section 6.3.4

Formula 6.31 Converted to 6.36 with EC3, Section 6.3.4

DIN EN 1993 - 1 - 1 Sec . 6.2.9.1 Loading M + N

(2) M_{Ed} < M_{N, Rd}

(5) For welded I - or H - sections

M_{N, y, Rd} = M_{pl, y, Rd} * (1 - n) / (1 - 0.5 * a)

(1 - 0.5 * a) * M_{N, y, Rd} = M_{pl, y, Rd} * (1 - n)

\frac{(1 - 0.5 * a) * M_{N, y, Rd}}{M_{pl, y, Rd}} = (1 - n) where n = N_{Ed} / N_{pl, Rd}

\frac{(1 - 0.5 * a) * M_{N, y, Rd}}{M_{pl, y, Rd}} + \frac{N_{E} d}{N_{pl, Rd}} = 1.0

\frac{(1 - 0.5 * a) * M_{(Ed)}}{M_{pl, y, Rd}} + \frac{N_{E} d}{N_{pl, Rd}} < 1.0

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