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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Gomez Construction Services <br />George Gomez <br />22-116 <br />Monopine <br />Checked By : __________ <br />10/14/2024 <br />5:12:52 PM <br />RISA-3D Version 21 [ antenna mount.r3d ]Page 2 <br />Envelope Node Reactions <br />Node Label X [lb]LC Y [lb]LC Z [lb]LC MX [lb-ft]LC MY [lb-ft]LC MZ [lb-ft]LC <br />0 HMT max 252.851 2 154.716 1 268.644 3 0 1 11.708 2 299.154 1 <br />1 min -33.669 3 -98.42 2 0 1 -21.563 3 -651.619 3 74.478 2 <br />2 HMB max 282.149 2 363.618 2 266.356 3 21.571 3 -0.019 1 438.942 2 <br />3 min 17.454 1 133.135 3 0 2 -0.006 2 -646.377 3 183.079 3 <br />4 Totals:max 535 2 309.397 1 535 3 <br />5 min 0 3 265.198 2 0 2 <br />Envelope Member Section Forces <br />Member Sec Axial[lb]LC y Shear[lb]LC z Shear[lb]LC Torque[lb-ft]LC y-y Moment[lb-ft]LC z-z Moment[lb-ft]LC <br />0 VM 1 1 max 118.779 2 33.669 3 0 1 0.001 1 21.563 3 134.675 3 <br />1 min -130.964 1 -220.713 2 -234.949 3 -11.933 2 0 1 -354.631 2 <br />2 2 max 127.109 2 33.669 3 0 1 0.001 1 0.004 2 67.337 3 <br />3 min -121.245 1 -195.513 2 -209.749 3 -11.933 2 -423.135 3 34.907 1 <br />4 3 max 326.599 2 200.288 2 184.551 3 0.001 1 0.002 2 427.422 2 <br />5 min -111.527 1 17.454 1 -0.002 2 -11.933 2 -817.433 3 -0.001 3 <br />6 4 max 334.929 2 225.488 2 209.751 3 0.001 1 0 1 1.646 2 <br />7 min 104.446 3 17.454 1 -0.002 2 -11.933 2 -423.131 3 -67.34 3 <br />8 5 max 343.259 2 250.688 2 234.951 3 0.001 1 21.571 3 -69.814 1 <br />9 min 112.776 3 17.454 1 -0.002 2 -11.933 2 -0.006 2 -474.531 2 <br />10 HM1 1 max 252.851 2 154.703 1 268.576 3 0 1 -44.385 2 211.547 1 <br />11 min -33.669 3 -98.267 2 -0.008 1 -21.563 3 -588.091 3 -333.438 3 <br />12 2 max 244.714 2 148.765 1 260.438 3 0 1 -90.384 2 142.251 1 <br />13 min -33.669 3 -103.357 2 -0.008 1 -21.563 3 -408.172 3 -271.77 3 <br />14 3 max 236.576 2 142.827 1 252.301 3 0 1 -75.654 1 155.422 2 <br />15 min -33.669 3 -108.447 2 -0.008 1 -21.563 3 -234.293 3 -211.494 3 <br />16 4 max 228.439 2 136.889 1 244.163 3 0 1 -11.789 1 206.149 2 <br />17 min -33.669 3 -113.536 2 -0.008 1 -21.563 3 -189.353 2 -152.61 3 <br />18 5 max 220.301 2 130.951 1 236.026 3 0 1 95.342 3 259.2 2 <br />19 min -33.669 3 -118.626 2 -0.008 1 -21.563 3 -242.325 2 -95.118 3 <br />20 HM2 1 max 282.149 2 363.782 2 266.424 3 21.571 3 -211.533 1 301.755 2 <br />21 min 17.454 1 133.182 3 0.008 1 -0.006 2 -586.513 3 -327.602 3 <br />22 2 max 274.011 2 358.692 2 258.287 3 21.571 3 -142.24 1 142.22 1 <br />23 min 17.454 1 128.092 3 0.008 1 -0.006 2 -407.044 3 -267.45 3 <br />24 3 max 265.874 2 353.602 2 250.149 3 21.571 3 8.701 2 75.647 1 <br />25 min 17.454 1 123.003 3 0.008 1 -0.006 2 -233.616 3 -208.689 3 <br />26 4 max 257.736 2 348.513 2 242.012 3 21.571 3 169.066 2 11.785 1 <br />27 min 17.454 1 117.913 3 0.008 1 -0.006 2 -66.228 3 -186.034 2 <br />28 5 max 249.599 2 343.423 2 233.874 3 21.571 3 327.107 2 -49.365 1 <br />29 min 17.454 1 112.823 3 0.008 1 -0.006 2 49.367 1 -343.981 2 <br />Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks <br />Member Shape Code CheckLoc[in]LC Shear CheckLoc[in]Dir LC phi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn <br />0 VM 1 PIPE_2.0 0.44 48 3 0.033 96 2 14916.096 32130 1871.625 1871.625 1 H1-1b <br />1 HM1 L4X4X4 0.238 0 3 0.077 0 z 3 48608.233 62532 3137.597 6714.886 1.412 H2-1 <br />2 HM2 L4X4X4 0.236 0 3 0.077 0 z 3 48608.233 62532 3137.597 6714.886 1.407 H2-1 <br />T-MOBILE <br />LA02034A <br />15 of 28