3003 W CASINO RD BLDG 40-53 2025-01-03

Page 10 Table 10-Load adjustment factors for Carbon Steel 1/2-in.diameter KB-TZ2 in uncracked concrete''2 Edge distance in shear 1/2-in.K13-TZ2 Spacing factor in Edge distance Spacing factor in L I Concrete thickness uncracked tension factor in tension shear' factor in shear4 concrete { {{ Toward edge To edge fAN /PM JAV fRy �� 1HV Effective in. 1-1/2 2 2-1/2 3-1/4 1-1/2 2 2-1/2 3-1/4 1-1/2 2 2-1/2 3-1/4 1-1/2 2 2-1/2 3-1/4 1-1/2 2 2-1/2 3-1/4 1-1/2 2 2-1/2 3-1/4 Embedment (mm) (38) (51) (64) (83) (38) (51) (64) (83) (38) (51) (64) (83) (38) (51) (64) (83) (38) (51) (64) (83) (38) (51) (64) (83) h� Nominal In. 2 2-1/2 3 3-3/4 2 2-1/2 3 3-3/4 2 2-1/2 3 3-3/4 2 2-1/2 3 3-3/4 2 2-1/2 3 3-3/4 2 2-1/2 3 3-3/4 Embedment h (mm) (51) (64) (76) (95) (51) (64) (76) (95) (51) (64) (76) (95) (51) (64) (76) (95) (51) (64) (76) (95) (51) (64) (76) (95) 2 (51) n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.53 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 2-1/4 (57) n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 21 n/a n/a n/a n/a 2-3/4 (70) n/a n/a n/a n/a .33 n/a n/a n/a 0.55 n/a .35 0.23 0.1 n/a 0.29 n/a n/a n/a n/a _ 3 (76) n/a n/a 5 n/a 0.47 0.3 n/a n/a 0.55 n/a 0.40 026 0.16 n/a .55 0.47 0.33 n/a n/a n/a n/a \E / ( ) / / / / / / / / / / v E 3-1 4 83 n a n a 0.67 n a .59 0.50 0. n a n a - :57 0.5 n a 0.45 0.30 0.19 n a C59 0.50 0.37 0.52 n a n a n a 3-1/2 (89) n/a 0... n/a .64 0.53. n/a '0.58 0.58 n/a 0.51 0.33 0 _ n/a -64 0 .0.38 0.54 n/a n/a n/a 4 (102) n/a 0.77 n/a - 0. n/a 0.62 0.59 0.5 n/a 0.62 0.40 n/a _73 42 0.58 0.70 n/a. n/a 4-3/4 (121) n/a 0 0.82 n/a 0 0.48 n/a 0.64 0.61 -A n/a 0.80 0.52 0.33 n/a .86 0.48 0.63 0.76 n/a n/a Wm 5 (127) n/a 210.83 n/a 0. 0.50 n/a 0.65 0.6 n/a �0.87 0.58 0.35 n/a .91 0.50 0.65 0.78 0.67 n/a w 5-1/4 (133) n/s 4 0.85 0.77 n/a 0 0.53 n/a SO 0. 0.59 n/a rO.93 0.61 0.38 n/a .95 Od 0.53 0.66 0.80 0.69 n/a 5-1/2 (140) n/a 0.96 0.87 0.78 n/a 0 0.55 n/a 0.67 0.. 0.59 n/a 0.65 0.41 n/a .00 0.810.55 0.68 0.82 0.71 0.61 am 6 (152) n/a 1.00 '90 0.81 n/a 0 0:. 0.60 n/a 0.68 0.60 n/a - 0.46 n/a .000 0.60 0.71 0.85 0.74 0.63 'W8 (203) n/a 0.91 1.00 1.00 1.00 0.80 n/a 0.74 0.63 1.001.00 10.72 1.00 .00 1.00 0.80 0.82 0.98 0.85 0.73 m U 9-3/4 (248) n/a 1.00 1.00 0.98 n/a 0.80 0.72 0.66 0.96 0.98 0.90 1.00 0.94 0.81 10 (254) n/a 1.00 1.00 n/a 0.80 0.73 0.67 too too 1.00 1.00 0.91 0.95 0.82 12 (305) 1.00 0.75 0.86 0.77 0.70 1.00 1.00 0.89 24 (610) 1.00 1.00 1.00 0.90 1.00 >30 (762) 1.00 Ft=2.6 kips and Fv=0.07 kips from baseplate analysis with Q=2.0. The NRV baseplate is oriented so that the nearest anchor is 12 '/2" from edge of concrete (trench thickened slab), and spacing=7.5". Select '/z"D x 3-3/4" embedment. The edge distance factor is 1.00 and the spacing factor is 0.89 for tension. The edge distance for shear is 1.00, the spacing factor is 0.62 and the (8") concrete shear factor is 0.73. Fta= 5,005 lbs *1.00 * 0.89 =4.45 kips and Fva= 10,785 lbs * 1.00 * 0.62 * 0.73 =4.88 kips F.S. = [(2.6/4.45)^2+ (0.07/4.88)n2]^0.5 =0.58 < 1.00 PASS [NOTE: about the same as the baseplate spreadsheet] ► USE 1/2"D Hilti KB-TZ2 x 6"to allow for 1" leveling grout. Evaluation Report Donaldson-Torit Dust Collection System for Boeing Everett 40-53 DAPP Project