1510 HOLLOW DALE PL 2025-11-04 - Laserfiche WebLink

Project Title: Engineer: Project ID: Project Descr: General Footing Project File:Sign.ecE LIC#:KW-06017913,Build:20.24.09.03 MULHERN&KULP STRUCTURAL ENGINEERING INC (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Sign Footing Size Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface in12 inA2 inA2 k-ft X-X,+1.20D 0.006545 +Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+1.20D 0.006545 -Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+1.20D+0.50W 0.03018 +Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+1.20D+0.50W 0.01709 -Z Top 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+1.20D+W 0.05381 +Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+1.20D+W 0.04072 -Z Top 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+0.90D+W 0.05218 +Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+0.90D+W 0.04236 -Z Top 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+0.90D 0.004909 +Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK X-X,+0.90D 0.004909 -Z Bottom 0.3888 ACI 7.6.1.1 0.4509 29.360 OK Z-Z,+1.40D 0.01237 -X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.40D 0.01237 +X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.20D 0.01060 -X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.20D 0.01060 +X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.20D+0.50W 0.01060 -X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.20D+0.50W 0.01060 +X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.20D+W 0.01060 -X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+1.20D+W 0.01060 +X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+0.90D+W 0.007952 -X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+0.90D+W 0.007951 +X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+0.90D 0.007952 -X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK Z-Z,+0.90D 0.007951 +X Bottom 0.3888 ACI 7.6.1.1 0.4650 30.243 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi Vn Status +1.40D 0.01 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +1.20D 0.01 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +1.20D+0.50W 0.01 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +1.20D+W 0.01 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +0.90D+W 0.01 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +0.90D 0.01 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi Vn Status +1.40D 0.00 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +1.20D 0.00 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +1.20D+0.50W 0.00 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +1.20D+W 0.00 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +0.90D+W 0.00 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK +0.90D 0.00 psi 0.00 psi 0.01 psi 75.00 psi 0.00 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi Vn Status +1.40D 0.07 psi 150.00psi 0.000449 OK +1.20D 0.06 psi 150.00psi 0.000385 OK +1.20D+0.50W 0.06 psi 150.00psi 0.000385 OK +1.20D+W 0.06 psi 150.00psi 0.000385 OK +0.90D+W 0.04 psi 150.00psi 0.000288 OK +0.90D 0.04 psi 150.00psi 0.000288 OK