Laserfiche WebLink
PROFIS Anchor 2.2.4 <br />www.hiltl.us <br />5 <br />Page <br />Company <br />Pro)ect <br />Swrier <br />oleo I Pos No <br />Address <br />Dato 37712013 <br />Date <br />Phone 1 Fax - I - <br />Pryout Strength (Concrete Breakout Strength controls) <br />Equations <br />=14o[OW«e w.dN W.N WoN Np] ACI 318-08 Eq (D-31) <br />0 V,az V- ACI 318-08 Eq (D-1) <br />AK see ACI 318-08, Pan D 5 2 1. Fig RD 5 2 l(b) <br />h«n = 9 hN ACI 318-08 Eq (D 6) <br />1 <br />W« N = 2 ery s 10 ACI 318 08 Eq (09) <br />1 ,Yh., <br />)510 ACI 318-OB Eq ID-11) <br />WMN=07-03(�� <br />' <br />�c.,, 1 5hw\ s 1 0 ACI 318.08 Eq (D-13) <br />WrvN kAAX C. , o« / <br />N. = k, d f h." ACI 318-08 Eq (D-7) <br />Variables <br />k hw(in) enaDnl eU fin c. m,(inI W_N c«Im) 1 <br />2 3 250 0 000 0 ()al - <br />1 000 7 <br />>. 41P400,O- <br />7 <br />Calculations <br />r'r9 <br />Results <br />, V,12Im1 V.. Dbi <br />V (lb] 0 0"""« 0n 4274 283 <br />20352 0 700 0 750 0 400 <br />S. Combined tension and shear loads <br />P, = N. 10N. It. = V-10V- <br />n .1 0 066 <br />p.„ = II, . Ii. `= 1 <br />Trod dw." r.ua. m-t c+ N 'aq.xn.r.v Munbgm --W tar MI <br />FMOriSA 1c I200t-T NA AG FI-B.W Sw NA I.•�p.MM ilyd.n•rl. d Kh AG 5� <br />Utilization P„ (%I status <br />AA OK <br />