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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Plump Engineering, Inc <br />DZ <br />Checked By : __________ <br />7/11/2024 <br />3:33:20 PM <br />RISA-3D Version 21 [ Base Frame.r3d ]Page 2 <br />Node Loads and Enforced Displacements (BLC 2 : L) <br />Node Label L, D, M Direction Magnitude [(k, k-ft), (in, rad), (k*s²/ft, k*s²*ft)] <br />1 N21 L MZ 15 <br />2 N28 L MZ 15 <br />3 N27 L MZ 15 <br />4 N22 L MZ 15 <br />5 N21 L X 0.607 <br />6 N28 L X 0.607 <br />7 N27 L X 0.607 <br />8 N22 L X 0.607 <br />9 N21 L MY 2.655 <br />10 N28 L MY 2.655 <br />11 N22 L MY 2.655 <br />12 N27 L MY 2.655 <br />Basic Load Cases <br />BLC Description Category Nodal Surface(Plate/Wall) <br />1 D DL 1 <br />2 L LL 12 <br />Load Combinations <br />Description Solve BLC Factor BLC Factor <br />1 1.2D+1.6L Yes DL 1.2 LL 1.6 <br />Node Reactions <br />LC Node Label X [k]Y [k]Z [k]MX [k-ft]MY [k-ft]MZ [k-ft] <br />0 1 N1 -1.573 17.155 -0.104 0.749 0.162 1.146 <br />1 1 N3 -0.369 -10.38 0.084 -0.543 0.106 -0.073 <br />2 1 N5 -1.573 17.155 0.104 -0.749 -0.162 1.146 <br />3 1 N8 -0.369 -10.38 -0.084 0.543 -0.106 -0.073 <br />4 1 Totals:-3.885 13.549 0 <br />5 1 COG (ft):X: 1.5 Y: 4 Z: 1.5 <br />Reaction Used for <br />Anchorage Design <br />1995 S Standard Ave- <br />Concrete Pads10/15/2024