Laserfiche WebLink
Project Title: Jung Deck <br /> Engineer NKH <br /> NKHProject 1D: 24-064 <br /> ..........._....._.......... Project Descr: <br /> is i�) C: i t;? I <br /> Gent3ral Footing Project Fife:Footings.ec6 <br /> LIC0 KW-06093860.Buildi20.24.05.02 NKH Engineering ._. - � (a)ENi RCALC INC 1983-2023 <br /> DESCRIPTION: Existing Deck Footings <br /> Fooling Flexure <br /> Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi"Mn Status <br /> k-ft Surface in"2 in^2 in"2 - k-ft <br /> Z-Z,+1.201) _ 0.03135 y- +X Bottom 0.1728^H ACI 7.6.1.1 -0.220 4,694 OK <br /> Z-Z,+0.901) 0.02351 -X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> Z-Z,+0.901) 0.02351 +X Bottom 0.1728 ACI 7.6.1.1 0.220 4.694 OK <br /> One Way Shear X <br /> Load Combination... Vu @-X Vu @+X Vu:Mlax PhI Vn Vu l Phi'Vn Status <br /> +1.40D 0.39 psi 0.39 psi 0.39 psi 75.00 psi 0.01 OK <br /> +1.20D+1.60L 2.85 psi 2.85 psi 2.85 psi 76.00 psi 0.04 OK <br /> +1.20D+L 1.91 psi 1.91 psi 1.91 psi 75.00 psi 0.03 OK <br /> +1.20D 0.33 psi 0.33 psi 0.33 psi 75.00 psi 0.00 OK <br /> +0.90D 0.25 psi 0.25 psi 0.25 psi 75.00 psi 0.00 OK <br /> One Way Shear Z <br /> Load Combination... Vu -Z Vu Q+Z Vu:Mlaxry Phi Vn_ Vu 1 Phi•Vn Status <br /> +1.40D 0.39 psi 0.39 psi 0.39 psi 75.00 psi _0.01 OK <br /> +i.20D+1.60L 2.85 psi 2,85 psi 2.85 psi 75.00 psi 0.04 OK <br /> +1.20D+L 1.91 psi 1.91 psi 1.91 psi 75.00 psi 0.03 OK <br /> +1.201) 0.33 psi 0.33 psi 0.33 psi 75.00 psi 0.00 OK <br /> +0.90D 0.25 psi 0.25 psi 0.25 psi 75.00 psi 0.00 OK <br /> Two-Way"Punching"Shear All units k <br /> Load combination... Vu Phl*Vn Vu l Phi`Vn Status <br /> +1.40D 2.41 psi -- 150.00psf 0.01607 OK .__ <br /> +1.20D+1.60L 17.59 psi 150.00psi 0.1173 OK <br /> +1.20D+L 11.77 psi 150.00psi 0.07845 OK <br /> +1.201) 2.07 psi 150.00psi 0.01377 OK <br /> +0.90D 1.55 psi 150.00psi 0.01033 OK <br /> NKH Engineering S6 <br />