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ICompany <br /> I RISA : 8/22/2021 <br /> Designer Asrade Mengstu PE 11:28:00 AM <br /> Job Number : 21 080 Checked By:AM <br /> Model Name : Carlos Tabarez Residence Deck... <br /> Load Combinations <br /> De...So...PD...SR... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... <br /> 1 LC1 Yes Y 1 1 <br /> 2 LC2 Yes Y 1 1 2 1 <br /> 3 LC3 Yes Y 1 1 3 0.7 <br /> 4 LC4 Yes Y 1 1 2 0.75 3 0.75 <br /> 5 LC5 Yes Y 1 0.6 3 1 <br /> Load Combination Design <br /> Descript... ASIF Service Hot Rolled Cold Fo... Wood Concrete Masonry Aluminum Stainless Connec... <br /> 1 LC1 Yes Yes Yes , Yes Yes Yes Yes Yes <br /> 2 LC2 Yes Yes Yes Yes Yes Yes Yes Yes <br /> 3 LC3 Yes Yes Yes Yes Yes Yes Yes Yes <br /> 4 LC4 Yes Yes Yes Yes Yes Yes Yes Yes <br /> 5 LC5 Yes Yes Yes Yes Yes Yes Yes Yes <br /> Node Reactions <br /> Node... X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY[k-ftl LC MZ[k-ftl LC <br /> 1 N3 max ` 0 5 0 I 4 2.585 2 0 5 i 0 5 0 5 <br /> 2 min 0 1 0 I 5 -1.104 5 0 1 0 1 0 1 <br /> 3 N4 max 0 5 0 2 3.223 4 0 5 0 5 0 5 <br /> 4 min 0 1 -1.1 5 0.652 1 0 1 0 1 0 1 <br /> 5 N5 max NC NC NC NC LOCK... NC , <br /> 6 min NC NC NC NC LOCK... NC <br /> 7 N6 max NC NC NC NC LOCK... LOCK... <br /> 8 min NC NC NC NC LOCK... LOCK... <br /> 9 Totals: max 0 5 0 2 5.168 2 <br /> 10 min 0 1 -1.1 5 0.782 5 <br /> Node Displacements <br /> Node... X[in] LC Y[in] LC Z[in] LC X Rota... LC Y Rota... LC Z Rota... LC <br /> 1 N 1 max 0 5 0.058 5 0.005 5 0 2 0 5 0 5 <br /> 2 min 0 1 -0.016 2 -0.011 _ 2 0 5 0 1 0 1 <br /> 3 N2 max 0 5 0.058 5 -0.002 5 0 2 0 5 0 5 <br /> 4 min 0 1 -0.016 2 -0.011 2 0 5 0 1 0 1 <br /> 5 N3 max 0 5 0 5 0 5 1.069e... 2 0 5 0 5 <br /> 6 min 0 1 0 4 0 2 -3.86e... 5 0 1 0 1 <br /> 7 N4 max 0 5 0 5 0 1 1.071 e... 2 0 5 , 0 5 <br /> 8 min 0 1 0 2 0 4 -3.859... 5 0 1 0 1 <br /> 9 N5 max 0 5 0.105 3 -0.015 5 0 5 0 5 0 5 <br /> 10 min 0 1 0.076 5 -0.083 2 0 1 0 1 0 1 <br /> 11 N6 max 0 5 0.041 5 0.011 5 3.754e... 2 0 5 0 5 <br /> 12 min 0 1 -0.016 2 -0.012 2 -7.186... 5 0 1 0 1 <br /> Member Section Forces <br /> Memb... Sec Axial[k] LC y She... LC z She... LC Torqu... LC C y-y M... LC z-z M... LC <br /> 1 M 1 1 max ' 0.018 3 2.459 2 0 5 0 5 0 5 0 5 <br /> 2 min 0.011 5 0.316 5 0 1 0 1 0 1 0 1 <br /> 3 2 max 0.018 3 1.23 2 0 5 0 5 0 5 -0.545 5 <br /> 4 min 0.011 , 5 0.158 5 0 1 0 1 0 1 -4.242 2 <br /> 5 3 max 0.018 3 0 5 0 5 0 5 0 5 -0.727 5 <br /> 6 min 0.011 5 0 1 0 1 0 1 0 1 -5.656 2 <br /> 7 4 max 0.018 3 -0.158 5 0 5 0 5 0 5 -0.545 5 <br /> 8 _ min 0.011 5 -1.23 2 0 1 0 il 0 1 -4.242 2 <br /> 9 5 max 0.018 3 -0.316 5 0 5 0 0 5 0 5 <br /> 10 min 0.011 5 -2.459 2 0 1 0 0 1 0 111 M2 1 max 2.585 2 0 5 0 5 0 0 5 0 5 <br /> 12 min -1.104 5 0 1 0 1 0 0 1 0 1 <br /> RISA-3D Version 18 [Bracee.r3d] Page 2 <br /> 2d\ti3 <br />