Laserfiche WebLink
www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />5 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Motive Energy <br />17260 Newhope St <br />7149490669 | <br />Copy - Orangewood_42_ Piles - X-X Direction_RCIII <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />5 <br />Elie Sayegh <br />ESayegh@motive-energy.com <br />11/10/2023 <br />4.2 Pryout Strength <br />Vcpg = kcp [(ANc <br />ANc0)y ec,N y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1b) <br />f Vcpg ³ Vua ACI 318-19 Table 17.5.2 <br />ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) <br />ANc0 = 9 h2 <br />ef ACI 318-19 Eq. (17.6.2.1.4) <br />y ec,N = (1 <br />1 + 2 e' <br />N <br />3 hef <br />)£ 1.0 ACI 318-19 Eq. (17.6.2.3.1) <br />y ed,N = 0.7 + 0.3 (ca,min <br />1.5hef)£ 1.0 ACI 318-19 Eq. (17.6.2.4.1b) <br />y cp,N = MAX(ca,min <br />cac <br />, 1.5hef <br />cac )£ 1.0 ACI 318-19 Eq. (17.6.2.6.1b) <br />Nb = kc l a √f' <br />c h1.5 <br />ef ACI 318-19 Eq. (17.6.2.2.1) <br />Variables <br />kcp hef [in.]ec1,N [in.]ec2,N [in.]ca,min [in.] <br />2 9.833 0.000 0.000 9.750 <br />y c,N cac [in.]kc l a f' <br />c [psi] <br />1.000 ∞24 1.000 4,500 <br />Calculations <br />ANc [in.2]ANc0 [in.2]y ec1,N y ec2,N y ed,N y cp,N Nb [kip] <br />1,764.00 870.25 1.000 1.000 0.898 1.000 49.644 <br />Results <br />Vcpg [kip]f concrete f seismic f nonductile f Vcpg [kip]Vua [kip] <br />180.791 0.700 1.000 1.000 126.554 10.900 <br />5 Combined tension and shear loads, per ACI 318-19 section 17.8 <br />bN bV z Utilization bN,V [%]Status <br />0.920 0.086 1.000 84 OK <br />bNV = (bN + bV) / 1.2 <= 1 <br />Page 22 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024