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603 W Dyer Rd - Plan
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603 W Dyer Rd - Plan
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Last modified
4/15/2026 5:00:10 AM
Creation date
4/15/2026 5:00:05 AM
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Template:
Plan
Permit Number
101126496
Full Address
603 W Dyer Rd
Street Number
603
Street Direction
W
Street Name
Dyer
Street Suffix
Rd
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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Epiq Engineering, LLC <br />Jack Wilson, PE <br />251177 <br />Fencing <br />Checked By : __________ <br />3/24/2026 <br />10:31:00 AM <br />RISA-3D Version 23 [ RISA - Source Racks - Logomark Santa … Page 9 <br />Node Reactions (Continued) <br />LC Node Label X [lb] Y [lb] Z [lb] MX [lb-ft] MY [lb-ft] MZ [lb-ft] <br />65 13 COG (in):X: 120 Y: 0 Z: 54.334 <br />66 14 N1 0 -148.713 123.797 643.755 -23.242 -45.292 <br />67 14 N3 0 -246.981 184.92 1015.447 0 0 <br />68 14 N7 0 -148.713 123.797 643.755 23.242 45.292 <br />69 14 Totals:0 -544.408 432.513 <br />70 14 COG (in):X: 120 Y: 0 Z: 54.334 <br />71 15 N1 107.673 -49.991 123.797 189.309 492.205 -27.089 <br />72 15 N3 129.062 -100 184.92 351.803 541.15 0 <br />73 15 N7 107.673 -50.009 123.797 189.449 538.689 27.089 <br />74 15 Totals:344.408 -200 432.513 <br />75 15 COG (in):X: 120 Y: 0 Z: 54.334 <br />76 16 N1 0 48.713 123.797 -264.998 -23.242 -8.885 <br />77 16 N3 0 46.981 184.92 -311.84 0 0 <br />78 16 N7 0 48.713 123.797 -264.998 23.242 8.885 <br />79 16 Totals:0 144.408 432.513 <br />80 16 COG (in):X: 120 Y: 0 Z: 54.334 <br />81 17 N1 -107.642 0 58.003 0 -524.681 0 <br />82 17 N3 -129.124 0 86.641 0 -539.494 0 <br />83 17 N7 -107.642 0 58.003 0 -502.902 0 <br />84 17 Totals:-344.408 0 202.646 <br />85 17 COG (in):X: 120 Y: 0 Z: 54.334 <br />86 18 N1 0 -98.713 58.003 453.068 -10.89 -18.203 <br />87 18 N3 0 -146.981 86.641 661.103 0 0 <br />88 18 N7 0 -98.713 58.003 453.068 10.89 18.203 <br />89 18 Totals:0 -344.408 202.646 <br />90 18 COG (in):X: 120 Y: 0 Z: 54.334 <br />91 19 N1 107.642 0 58.003 0 502.902 0 <br />92 19 N3 129.124 0 86.641 0 539.494 0 <br />93 19 N7 107.642 0 58.003 0 524.681 0 <br />94 19 Totals:344.408 0 202.646 <br />95 19 COG (in):X: 120 Y: 0 Z: 54.334 <br />96 20 N1 0 98.713 58.003 -453.068 -10.89 18.203 <br />97 20 N3 0 146.981 86.641 -661.103 0 0 <br />98 20 N7 0 98.713 58.003 -453.068 10.89 -18.203 <br />99 20 Totals:0 344.408 202.646 <br />100 20 COG (in):X: 120 Y: 0 Z: 54.334 <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 />1 N3 max 129.124 19 146.981 20 184.92 15 1015.447 14 541.15 15 0 4 <br />2 min -129.124 9 -246.981 6 0 1 -661.103 12 -541.15 5 0 12 <br />3 N1 max 107.673 15 98.713 20 123.797 13 643.755 14 502.902 19 18.203 20 <br />4 min -107.673 5 -148.713 6 0 1 -453.068 12 -538.689 5 -45.292 6 <br />5 N7 max 107.673 15 98.713 20 123.797 15 643.755 14 538.689 15 45.292 14 <br />6 min -107.673 5 -148.713 6 0 1 -453.068 12 -502.902 9 -18.203 12 <br />7 Totals:max 344.408 19 344.408 20 432.513 16 <br />8 min -344.408 5 -544.408 6 0 1
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