Laserfiche WebLink
General Footing <br />LIC# : KW-06014612, Build:20.24.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Stair Footing <br />Project File: 23-0221-00 - Revised Stairway.ec6 <br />Project Title:Illumination Foundation <br />Engineer: <br />Project ID:23-0221-00 <br />Project Descr: <br />Flexure Axis & Load Combination in^2 in^2 in^2 k-ft <br />As Req'd <br />Footing Flexure <br />Tension <br />k-ft <br />Actual As StatusMuSide <br />Surface <br />Gvrn. As Phi*Mn <br />Z-Z, +1.20D 0.2345 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +0.90D 0.1758 -X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />Z-Z, +0.90D 0.1758 +X Bottom 0.2592 ACI 7.6.1.1 0.40 15.353 OK <br />One Way Shear X <br />Vu @ +XLoad Combination...Vu @ -X Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.62 1.62 1.62 46.42 0.03psipsipsipsi OK <br />+1.20D+1.60L 7.38 7.38 7.38 46.42 0.16psipsipsipsi OK <br />+1.20D+L 5.14 5.14 5.14 46.42 0.11psipsipsipsi OK <br />+1.20D 1.39 1.39 1.39 46.42 0.03psipsipsipsi OK <br />+0.90D 1.04 1.04 1.04 46.42 0.02psipsipsipsi OK <br />One Way Shear Z <br />Load Combination...Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status <br />+1.40D 1.62 1.62 1.62 46.42 0.03psipsipsipsi OK <br />+1.20D+1.60L 7.38 7.38 7.38 46.42 0.16psipsipsipsi OK <br />+1.20D+L 5.14 5.14 5.14 46.42 0.11psipsipsipsi OK <br />+1.20D 1.39 1.39 1.39 46.42 0.03psipsipsipsi OK <br />+0.90D 1.04 1.04 1.04 46.42 0.02psipsipsipsi OK <br />Vu / Phi*Vn <br />Two-Way "Punching" Shear All units k <br />StatusVuPhi*VnLoad Combination... <br />+1.40D 6.15 150.00 0.04097 OKpsipsi <br />+1.20D+1.60L 27.99 150.00 0.1866 OKpsipsi <br />+1.20D+L 19.47 150.00 0.1298 OKpsipsi <br />+1.20D 5.27 150.00 0.03512 OKpsipsi <br />+0.90D 3.95 150.00 0.02634 OKpsipsi <br />21 <br />914-918 N Bewley <br />St5/8/2025