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Company : BC Architects Engineers, PLC May 8, 2025 <br />4:29 PMDesigner : Vamshi Krishna <br />Job Number : SICA001875 Checked By: Rama Kristam <br />Model Name : Antenna Mount Analysis <br />Load Combinations (Continued) <br />Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor <br />90 1.2D + 1.0Ev + 1.0Eh AZI 300 Yes Y DL 1.2 ELZ -.258 ELX .447 ELY -.206 <br />91 1.2D + 1.0Ev + 1.0Eh AZI 330 Yes Y DL 1.2 ELZ -.447 ELX .258 ELY -.206 <br />Envelope Joint Reactions <br />Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC <br />1 N68 max 1347.476 60 1066.905 56 2305.406 60 -.003 13 .46 59 .17 19 <br />2 min -1790.576 18 559.206 62 941.457 83 -.221 7 -.593 17 -.146 61 <br />3 N67 max 1748.541 23 1210.291 14 -545.243 7 -.539 7 .517 24 .494 54 <br />4 min -1251.978 53 635.796 68 -2322.957 25 -1.298 25 -.312 54 -.703 24 <br />5 N89 max 142.011 10 12.398 1 728.639 10 0 91 0 91 0 91 <br />6 min -145.217 4 8.628 88 -747.108 4 0 1 0 1 0 1 <br />7 N90 max 354.253 7 12.397 1 998.446 7 0 91 0 91 0 91 <br />8 min -360.268 13 8.672 85 -1015.915 13 0 1 0 1 0 1 <br />9 Totals:max 1126.106 11 2267.595 56 1912.943 8 <br />10 min -1126.106 5 1256.539 80 -1912.944 2 <br />Envelope AISC 15th(360-16): LRFD Steel Code Checks <br />Member Shape Code Check Loc[in] LC Shear Check Loc[in] Dir LC phi*Pnc [...phi*Pnt [lb]phi*Mn y...phi*Mn z...Cb Eqn <br />1 M35 SR 3/4 .872 0 15 .008 0 13 1981.469 14313.882 .179 .179 2....H1-1a <br />2 M37 SR 3/4 .763 0 56 .003 42.081 3 1981.469 14313.882 .179 .179 2....H1-1a <br />3 M11 Pipe 2.88"x0.120".380 76.25 19 .075 76.25 20 15229.319 33712.054 2.47 2.47 4....H1-1b <br />4 M14 Pipe 2.88"x0.120".339 76.25 61 .067 43.75 54 15229.319 33712.054 2.47 2.47 4....H1-1b <br />5 M22 PL 3X5/8 .295 4 15 .086 4 y 32 97370.574 112500 1.466 9.375 1....H1-1b <br />6 M43 PL 3X5/8 .292 4 25 .080 4 y 36 97370.574 112500 1.466 9.375 1....H1-1b <br />7 M33 SR 3/4 .260 0 8 .014 33 15 3222.01 14313.882 .179 .179 1....H1-1a <br />8 M13 Pipe 2.88"x0.120".233 43.75 2 .064 43.75 2 15229.319 33712.054 2.47 2.47 3....H1-1b <br />9 M27 PL 4X1/2 .217 0 8 .051 2.004 y 2 88750.3 90000 .938 7.5 1....H1-1b <br />10 M6 Pipe 2.88"x0.276".206 106.25 25 .069 43.75 8 57329.034 73155.157 5.072 5.072 2....H1-1b <br />11 M25 PIPE_2.0 .202 36.2 16 .106 1.168 14 19503.255 33048 1.925 1.925 2....H1-1b <br />12 M40 PIPE_3.0 .200 10.5 24 .157 10.5 23 61412.302 67068 5.913 5.913 4....H1-1b <br />13 M1 Pipe 2.88"x0.276".199 106.25 25 .054 28.125 2 57329.034 73155.157 5.072 5.072 2....H1-1b <br />14 M30 PIPE_2.0 .182 36.2 59 .100 1.168 2 19503.255 33048 1.925 1.925 2....H1-1b <br />15 M24 PL 4X1/2 .176 2.013 15 .046 2.013 y 32 88738.962 90000 .938 7.5 1....H1-1b <br />16 M26 PL 4X1/2 .172 0 2 .038 0 y 44 88750.3 90000 .938 7.5 1....H1-1b <br />17 M20 PL 4X1/2 .166 2.013 25 .042 0 y 36 88738.962 90000 .938 7.5 1....H1-1b <br />18 M21 PIPE_2.0 .162 36.2 25 .100 37.368 25 19503.255 33048 1.925 1.925 1....H1-1b <br />19 M28 PL 4X1/2 .154 2.013 57 .047 2.013 y 44 88738.962 90000 .938 7.5 1....H1-1b <br />RISA-3D Version 17.0.4 Page 13 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087160 - WSLOS0068563\MA Rev 0\SICA001875 - 10087160.r3d]