Tensile Capacity Check Shear Strength Check Bolt, M = 39 Gr. 8.8 HAS ROD V Rd,s = 292.2 kN d 0 = 42 mm V Rd,cp = 566.245 kN Embed length, h ef = 615 mm h = 700 mm f β = 2.50 h min = 699 mm OK! h/hef = 1.1 f h = 0.542 Typ Length, h ef, typ = 360 mm f 4 = 2.166 N Rd,s = 486.9 kN f hef = 5.144 f B,p = 1.07 C40 f c = 0.494 f h,p = 1.708 V 0 Rd,C = 81.9 kN Non-Cracked Concrete f h,N = 2.233 V Rd,c = 860.292 kN f B = 1.41 C40 Edge distance, C = 1590 mm Spacing = 200 mm Shear Capacity, V Rd = 292.200 kN C cr,N = 922.5 mm S cr,N = 1845 mm <Critical Spacing C cr,SP = 1389.9 mm S cr,SP = 2779.8 mm <Critical Spacing C/C cr,N = 1.724 mm S/S cr,N = 0.108 mm OK C/C cr,SP = 1.144 mm S/S cr,SP = 0.072 mm OK f 1 ,N = 1.000 f 1 ,SP = 1.000 Combined Tension and Shear Check f 2 ,N = 1.000 f 2 ,SP = 1.000 β N = N Sd /N Rd = 0.85 ; <=1.0; OK! f 3 ,N = 0.554 f 3 ,SP = 0.536 β V = V Sd /V Rd = 0.26 ; <=1.0; OK! f re ,N = 1 β N + β V = 1.11 ; <=1.2; OK! Dry Condition, N 0 Rd x 1.2 α for Tension = 1.5 α for Shear = 2 N 0 Rd,P = 232.9 kN N 0 Rd,C = 164.3 kN (β N ) α + (β V ) α = 0.85 ; <=1.0; OK! N Rd,P = 283.1 kN N Rd,C = 344.0 kN N Rd,sp = 332.7 kN Tensile Capacity, N Rd = 283.12 kN Tension, N Sd = 5279.4 kN kN per bolt Shear, V Sd = 1684.6 kN kN per bolt Req. Nos of Bolt 19 Nos Provided Nos of Bolt 22 Nos OK OR 240.0 76.6
