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HALFEN HSD Shear Dowel System · 2010-07-12 · Relevant dimensioning resistances VRd [kN] HSD-CRET Shear dowels with longitudinal movement Shear dowel Component thickness [mm] C20/25
LRB - elemka.gr · r lp F y eff ξ eff max max seism r lp y eff eff mm mm mm mm kN kN kN/mm kN/mm kN kN/mm % mm mm kN kN kN/mm kN/mm kN kN/mm % Ø300 45 129 110 1430 820 0.59 5.89
st NELS esses - CLPT · t.be 7 04 Allowable point load > B25 pull out < 150° transversal shear < 15° longitudinal shear (Fz) 3,0 KN (3,5*) 3,5 KN see page 13 Anchor diameter
LUMBERLOK Timber Connectors Characteristic Loadings Data · Tension 13.5 kN 13.5 kN 27.0 kN 27.0 kN Shear 9.5 kN 11.0 kN 16.0 kN 18.5 kN Type Characteristic Load Zinc Tension 7.7
irjes.comirjes.com/Paper Template.docx · Web viewRoof displacement (mm) Design base shear (kN) ... SAP 2000 manual, ... 13th World Conference on Earthquake Engineering,
I T I Messages from the Director - International Press-in … · 2019. 3. 15. · = Unit pile shaft friction (kN/m2) S u = Undrained shear strength of clay (kN/m2) σ’v = Effective
· 15.0 12.5 10.0 5.0 2.5 0.0 37 7=16.5 kN/rn3 7=17.0 kN/m3 2 3 45 6 -18 9 Shear Displacement Ratio d x 100 (0/0) 10 25 Case o Experiment Calculation
maximum shear and the planes on which it acts. ... the maximum bending stress is not to exceed 150 N/mm . ... 2 kN/m (15) 50 kN 4 B 100 kN Figure — D c
COUPLED SHEAR-FLOW PROPERTIES OF ROCK FRACTURES · (normal), 400 kN (shear)) for measuring shear and normal loads are equipped with rods connecting to the two sides of the shear box
Design Guide - Reid NZ | Home · urc = design ultimate concrete edge shear capacity (kN) V us = characteristic ultimate steel shear capacity (kN) V usc = characteristic ultimate combined
filemaximum shear stress if it has to resist a shear force of 200 kN. ... Grade of concrete Design bond stress, Tbd, N / mm M 20 1.2 M 25 M 30 1.5 M 35 M 40 and above
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Vice Clamping System - kipp.pl · 13,390 kN 20,930 kN 43,550 kN 10,390 kN 17,930 kN 40,550 kN Positive clamping system clamping- and retention forces. 287 ... 17 Cylindrical pin DIN
DASH-6 · ISO 69 kN (15,510 lb.) 61 kN (13,710 lb.) Bucket Digging Force SAE 91 kN (20,460 lb.) 91 kN (20,460 lb.) ISO 104 kN (23,380 lb.) 104 kN (23,380 lb.) A Maximum Reach 8.39
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