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Company :TEP <br />Designer :AJ <br />Job Number :TEP No. 272252.1169408 <br />Model Name:CLL03413 (10086996) <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />10/21 /2025 <br />18:42 PM <br />ApprovedS <br />DPsrrintinn Service Hnt Rnlled Cold Fnrmed Wond Cnncrete Masnnry Cnnneetinn <br />89 <br />0.9-0.2Sds *DL+1.0 135 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />I Yes <br />90 <br />0.9-0.2Sds *DL+1.0 150 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />YQR <br />91 <br />0.9-0.2Sds *DL+1.0 180 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />92 <br />0.9-0.2Sds *DL+1.0 210 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />93 <br />0.9-0.2Sds *DL+1.0 225 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />94 <br />0.9-0.2Sds *DL+1.0 240 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />95 <br />0.9-0.2Sds *DL+1.0 270 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />96 <br />0.9-0.2Sds *DL+1.0 300 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />97 <br />0.9-0.2Sds *DL+1.0 315 Seismic <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />98 <br />0.9-0.2Sds *DL+1.0 330 Seismic <br />I <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Node Loads and Enforced Displacements (BLC 35 : Lm) <br />Node Label L. D. M Direction Maanitude R. k-ft). (in. rad). (k*s2/ft. k*sz*ft)l <br />Node Loads and Enforced Displacements (BLC 36 : Lv) <br />Node Label L, D, M Direction Maqnitude f(k, k-ft), (in, rad), (k*sz/ft, k*sz*ft)l <br />Member Area Loads <br />No Data to Print... <br />Envelope Node Reactions <br />NndP I ahel X rkl I C Y rkl I C 7 fkl I C MX fk-ftl I C MY fk-ftl I C M7 fk-ftl I C <br />1 <br />SF1-1 <br />max <br />1.2 <br />2 <br />0.37 <br />67 <br />1.1 <br />23 <br />2.247 <br />50 <br />3.014 <br />12 <br />0.32 <br />26 <br />2 <br />min <br />-2.037 <br />26 <br />-0.095 <br />59 <br />-0.942 <br />13 <br />-0.336 <br />95 <br />-3.067 <br />20 <br />-0.382 <br />50 <br />3 <br />N32 <br />max <br />0.846 <br />59 <br />1.75 <br />59 <br />-0.042 <br />84 <br />0.024 <br />61 <br />0.049 <br />61 <br />0.004 <br />4 <br />4 <br />min <br />0.245 <br />83 <br />0.498 <br />83 <br />-0.15 <br />62 <br />-0.022 <br />4 <br />-0.045 <br />4 <br />-0,004 <br />61 <br />5 <br />N40 <br />max <br />1.156 <br />2 <br />0.333 <br />67 <br />0.986 <br />23 <br />2.242 <br />50 <br />2.838 <br />29 <br />0.293 <br />26 <br />6 <br />min <br />-1.997 <br />26 <br />0.004 <br />91 <br />-0.989 <br />29 <br />-0.422 <br />79 <br />-2.765 <br />7 <br />0.059 <br />2 <br />7 <br />N66 <br />max <br />0.763 <br />59 <br />1.555 <br />59 <br />0.016 <br />6 <br />0.024 <br />62 <br />0.048 <br />62 <br />0 <br />98 <br />8 <br />min <br />0.252 <br />83 <br />0.505 <br />83 <br />-0.016 <br />14 <br />-0.021 <br />23 <br />-0.042 <br />23 <br />0 <br />1 <br />191 <br />Totals: <br />I max <br />1 3.048 <br />1 18 <br />1 3.279 <br />1 58 <br />1 2.017 <br />1 23 <br />1101 <br />1 min <br />1 -2.961 <br />1 10 <br />1 1.465 <br />1 95 <br />1 -2.028 <br />1 29 <br />Envelope A/SC 15TH (360-16): LRFD Member Steel Code Checks <br />Member Shane Code Check Locfftl LC Shear CheckLocfftl Dir LC ohi*Pnc fklohi*Pnt fklohi*Mn v-v fk-ftlohi*Mn z-z fk-ftl Cb Eon <br />1 <br />1 FF-1 <br />PIPE 3.0 <br />0.621 <br />6.25 <br />50 <br />0.086 <br />6.25 <br />18 <br />25.929 <br />65.205 <br />5.749 <br />5.749 <br />1 <br />H1-1b <br />2 <br />FF-2 <br />PIPE 3.0 <br />0.606 <br />6.25 <br />50 <br />0.086 <br />6.25 <br />18 <br />25.929 <br />65.205 <br />5.749 <br />5.749 <br />1 <br />H1-1b <br />3 <br />MP-6 <br />PIPE 2.0 <br />0.273 <br />4.5 <br />26 <br />0.018 <br />4.5 <br />26 <br />11.015 <br />32.13 <br />1.872 <br />1.872 <br />1 <br />H1-1b <br />4 <br />MP-3 <br />PIPE 2.0 <br />0.273 <br />4.5 <br />26 <br />0.018 <br />4.5 <br />26 <br />11.015 <br />32.13 <br />1.872 <br />1.872 <br />1 <br />H1-1b <br />5 <br />SH-1 <br />HSS4X4X3 <br />0.264 <br />0 <br />28 <br />0.255 <br />2.875 <br />50 <br />91.044 <br />106.812 <br />12.662 <br />12.662 <br />2.163 <br />H1-1b <br />6 <br />MP-8 <br />PIPE 2.0 <br />0.256 <br />4.5 <br />26 <br />0.017 <br />4.5 <br />26 <br />11.015 <br />32.13 <br />1.872 <br />1.872 <br />1 <br />H1-1b <br />7 <br />MP-1 <br />PIPE 2.0 <br />0.256 <br />4.5 <br />18 <br />0.017 <br />4.5 <br />1 <br />126 <br />11.015 <br />1 32.13 <br />1.872 <br />1.872 <br />1 <br />1-11-1b <br />8 <br />SH-2 <br />HSS4X4X3 <br />0.247 <br />0 <br />29 <br />0.251 <br />2.875 <br />50 <br />91.044 <br />106.812 <br />12.662 <br />12.662 <br />.426 <br />H1-1b <br />9 <br />RRU-2 <br />PIPE 2. <br />0.235 <br />5 <br />26 <br />0.023 <br />5 <br />26 <br />8.922 <br />32.13 <br />1.872 <br />1.872 <br />1 <br />H1-1b <br />10 <br />RRU-3 <br />PIPE 2.0 <br />0.186 <br />5 <br />26 <br />0.021 <br />5 <br />26 <br />8.922 <br />32.13 <br />1.872 <br />1.872 <br />1 <br />H1-1b <br />11 <br />MP-4 <br />PIPE 2.0 <br />0.165 <br />4.5 <br />28 <br />0.011 <br />4.5 <br />28 <br />11.015 <br />32.13 <br />1.872 <br />1.872 <br />1 <br />H1-1b <br />CE <br />RISA-3D Version 22 [ MountAd ] Page 11 <br />