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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />DOTec Corp. <br />AG <br />#2303092 <br />Tera wray <br />Checked By : ALG <br />RISA-3D Version 20 [ RISA CFa.r3d ]Page 14 <br />Node Boundary Conditions (Continued) <br />Node Label X [k/in]Y [k/in]Z [k/in] <br />24 N112 Reaction Reaction Reaction <br />25 N115 Reaction Reaction Reaction <br />Hot Rolled Steel Properties <br />Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [ksi]Ry Fu [ksi]Rt <br />1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 <br />2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 <br />3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 <br />4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 <br />5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 <br />6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 <br />7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 <br />8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 <br />9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 <br />10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 <br />Cold Formed Steel Properties <br />Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [ksi]Fu [ksi] <br />1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 <br />2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 <br />Hot Rolled Steel Section Sets <br />Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] <br />1 C1 HSS8X8X4 Column Tube A500 Gr.B RECT Typical 7.1 70.7 70.7 111 <br />Cold Formed Steel Section Sets <br />Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] <br />1 B1 12CS3.5X140 Beam CS A653 SS Gr50/1 Typical 2.767 3.94 57.32 0.018 <br />2 B2 12CS3.5X105 Beam CS A653 SS Gr50/1 Typical 2.09 3.07 43.8 0.008 <br />3 B3 12CS3.5X105 Beam CS A653 SS Gr50/1 Typical 2.09 3.07 43.8 0.008 <br />Basic Load Cases <br />BLC Description Category Y Gravity Nodal Distributed Area(Member) <br />1 DL None -1 14 4 <br />2 LL None 14 4 <br />3 EQz ELX 23 <br />4 EQx ELZ 23 <br />5 BLC 1 Transient Area Loads None 248 <br />6 BLC 2 Transient Area Loads None 248 <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor <br />1 DL Yes Y 1 1 <br />2 DL+LL Yes Y 1 1 2 1 <br />3 1DL+0.7Ev+0.7EhX Yes Y 1 1 1 0.161 4 0.7 <br />4 1DL+0.75L+0.525Ev+0.525EhX Yes Y 1 1 2 0.75 1 0.121 4 0.525 <br />5 0.6DL-0.7Ev+0.7EhX Yes Y 1 1 1 -0.161 4 0.7 <br />Page 29 of 44 <br />3201 S Halladay St <br />5/5/2025