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nAhA Elements <br />CONNEC1Emnr, HP Inc. <br />Current Date: 9/20/2023 7:50 AM <br />Units system: English <br />File name: R:\_Wireless Projects\ 2021 Wireless Projects\21015 Camp & Associates\300 Dish\312 SESEA00377C Everett City Halh StructuraltEngineedng\REVISED <br />Load condition: id1=1.2DL+I.6SL <br />Internal forces - — <br />M Bending moment I <br />CONCRETE ROOF SLAB ANALYSIS <br />Mu+ = 2.28 K-FT = 27.4 K-IN <br />M33=2.28[Kip*ftJ M33=2.07[Kip*ft] M33=2.06[Kip*ft] M33=1.98[Kip*ft] M33=2.28[Kip*R] <br />XA 9G--- -- 0------ XE- - - 0 <br />M33= 4.61[Kip*RJ M33=-4.12[Kip'ft] M33=-4.04[Kip*ft] M33=-4.25[Kip*ft] <br />M33=-4.57[Kip*ftJ M33=-4.67[Kip*ftJ M33= 4.12[Kip*R] M33=-4.03[KiP'ftJ M33=-4.28[Kip'R] <br />Mu- = 4.67 K-FT = 56 K - IN <br />M33=-4.57[Kip*ft] <br />40 <br />Y <br />�X <br />