Laserfiche WebLink
{ 7, Dibble Engineers, Inc. Project Title: <br /> 1029 Market Street Engineer: <br /> Kirkland,WA 98033 Project ID: <br /> f' (425)8284200 Project Descr. <br /> DEI <br /> General Footing Project File:23-079 Charter Club.ec6 <br /> LIC#:KW-06014989,Build:20.23.2.14 DIBBLE ENGINEERS INC. (c)ENERCALC INC 1983-2022 <br /> DESCRIPTION: Holdown Footing <br /> Footing Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi'Mn Status <br /> k-ft Surface inA2 inA2 inA2 k-ft <br /> X-X,+0.90D+W 0.3258 -Z Bottom 0.1728 AsMin 0.20 4.324 OK <br /> X-X,+0.90D+E 0.6428 +Z Bottom 0.1728 AsMin 0.20 4.324 OK <br /> X-X,+0.90D+E 0.6428 -Z Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.401) 0.02625 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.401) 0.02625 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.201) 0.02250 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D 0.02250 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D+0.50W 0.1769 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D+0.50W 0.1769 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D+W 0.3314 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D+W 0.3314 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D+E 0,6484 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+1.20D+E 0.6484 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+0.90D+W 0.3258 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+0.90D+W 0.3258 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+0.90D+E 0.6428 -X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> Z-Z,+0.90D+E 0.6428 +X Bottom 0.1728 AsMin 0.20 4.324 OK <br /> One Way Shear <br /> Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi'Vn Status <br /> +1.40D 0.51 psi 0.51 psi 0.51 psi 0.51 psi 0.51 psi 82.16 psi 0.01 OK <br /> +1.20D 0.44 psi 0.44 psi 0.44 psi 0.44 psi 0.44 psi 82.16 psi 0.01 OK <br /> +1.20D+0.50W 3.42 psi 3.42 psi 3.42 psi 3.42 psi 3.42 psi 82.16 psi 0.04 OK <br /> +1.20D+W 6.41 psi 6.41 psi 6.41 psi 6.41 psi 6.41 psi 82.16 psi 0.08 OK <br /> +1.20D+E 12.54 psi 12.54 psi 12.54 psi 12.54 psi 12.54 psi 82.16 psi 0.15 OK <br /> +0.90D+W 6.30 psi 6.30 psi 6.30 psi 6.30 psi 6.30 psi 82.16 psi 0.08 OK <br /> +0.90D+E 12.43 psi 12.43 psi 12.43 psi 12.43 psi 12.43 psi 82.16 psi 0.15 OK <br /> Two-Way"Punching"Shear All units k <br /> Load Combination... Vu Phi'Vn Vu/PhI*Vn Status <br /> +1.40D 2.02 psi 164.32psi 0.01227 OK <br /> +1.201) 1.73 psi 164.32psi 0.01052 OK <br /> +1.20D+0.50W 13.59 psi 164.32psi 0.0827 OK <br /> +1.20D+W 25.45 psi 164.32psi 0.1549 OK <br /> +1.20D+E 49.80 psi 164.32psi 0.303 OK <br /> +0.90D+W 25.02 psi 164.32psi 0.1523 OK <br /> +0.90D+E 49.36 psi 164.32psi 0.3004 OK <br />