CIVL439/WOOD476 2003 Load Directions 园 Load Directions no=qu n'u=qu p.9. 圃子 p.sin-0+q cos0 nu=Pu n'=p'y Load Directions 园 Slip resistance For serviceability limit state (unfactored loads) Slip resistance N.N.K Note This is calculated smilarly to High Strength Connections High Strength ConnectionsCIVL439 / WOOD476 2003 11 Load Directions nu = pu nu = qu n’u = p’u n’u = q’u Load Directions 2 2 sin cos u u u u u p q p q n 2 2 ' sin ' cos ' ' ' u u u u u p q p q n Load Directions Interpolate between nu and n’u Note: pu , qu , p’u and q’u are given in CCMC evaluation reports Slip resistance For serviceability limit state (unfactored loads) Slip resistance Nrs = NsKSF This is calculated similarly to the ultimate strength High Strength Connections Oslo Airport, Norway High Strength Connections