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64 of 234 <br />SIMPSON <br />Strong-Tie <br />Company: TT Date:8/7/2018Anchor DesignerTM Engineer: LJ Page: 3/4 <br />Software Project:888 N MAIN <br />Version 2.5.6582.0 Address: <br />Phone: <br />E-mail: <br />3. Resultina Anchor Forces <br />Anchor Tension load,Shear load x,Shear load y,Shear load combined, <br />Nu. (Ib)Vu.* (lb)Vuay (lb)4Vu„)'+(Vuay)' (It)) <br />1 0.0 4333.2 -3275.8 5432.1 <br />2 0.0 4333.2 -1637.9 4632 4 <br />3 0.0 4333.2 0.0 4333.2 <br />4 0.0 4333.2 1637.9 4632.4 <br />5 0.0 4333.2 3275.8 5432.1 <br />6 0.0 1466.8 3275.8 3589.2 <br />7 0.0 1466.8 1637.9 2198.7 <br />8 0.0 1466.8 0.0 1466.8 <br />9 0.0 1466.8 -1637.9 2198.7 <br />10 0.0 1466.8 -3275.8 3589.2 <br />Sum 0.0 29000.0 0.0 37504.8 <br />Maximum concrete compression strain (960): 0.00 <Figure 3> ol oll <br />Maximum concrete compression stress (psi)· 0 <br />Resultant tension force (lb): 0 <br />Resultant compression force (lb): 0 .2 .9 <br />Eccentricity of resultant tension forces in x-axis, e'* (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch)· 0.00 Y <br />Eccentricity of resultant shear forces in x-axis, eb (inch): 0.00 o 3 -8Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0 00 <br />04)/ 07 <br />.5 .6 <br />8. Steel Strenath of Anchor in Shear (Sec. 17.5.1) <br />#pou. 0 ¢grour¢}V. (lb) <br />1.0 0.60 5610 <br />V. (lb) <br />9350 <br />9. Concrete Breakout Strenath of Anchor in Shear (Sec. 17.5.2) <br />Shear perpendicular to edge in y-direction: <br />Voy = minl7(/./do)0·Nd.2.42.,15; 92.Af'cc.,151 (Eq. 17.5.2 2a & Eq. 17.5.2.2b) <br />da (in)f'c (psl)c.i (in)Voy (lb)t. <br />0.750 1.00 3500 5.00 5773 <br />¢ CA v./ A Vco) 9'.c v V'.d.v ye,v 94.vvby (Sec. 17.3.1 & Eq. 17.5.2.lb) <br />Avco (in2)Wec V 9'ed, V 1/4.v 75.v <br />6 Cim <br />4.64 <br />*Vwy - <br />Avc (in Vby Clb) 0 *Vcbgy (lb) <br />172.50 112.50 0.849 1.000 1.400 1.000 5773 0.70 7366 <br />Shear parallel to edge in x-direction: <br />Vby = min17(/0/d.)o'2*1.2..Vf'cc.,15; 9/.04:c.,151 (Eq. 17 5.2.28 & Eq. 17.5.2.2b) <br />/. (in)d. (in) 4 f'c (psi)c, (in)Vby (lb) <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility <br />Simpson Strong-Tie Company Inc 5956 W Las Positas Boulevard Pleasanton, CA 94588 Phone 925.560.9000 Fax: 925 847.3871 www.strongtie.com