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Forces kN, moments kN·m. Signs matter — a negative F_y is uplift and puts the member into tension. Each case has its own partial factor γ_f; the result is the envelope, and every check names the case that governs it.

Report details

Project

Support ref / tag

Checked by

Date

Revision

Load reference job / node / case

Connection

Type WeldedBolted

Bolt dia mm 121620 242730

Bolts in line n

Connected through One leg / elementFull section

Tension capacity = min(gross yield cl.6.2, net-section rupture cl.6.3, block shear cl.6.4). End/edge distance 1.5d₀ and pitch 2.5d assumed (IS 800 cl.10.2 minima).

Design settings

Grade E250 · fy 250 E350 · fy 350E410 · fy 410

Section orientation 0° — major ↔ Fx90° — major ↔ Fz

Eff. length factor K

Deflection limit — span L /

Deflection limit — absolute mm

Supported mass kg — blank = from F_y

E MPa

Support self-weight include (7850 kg/m³)