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Company Designer Job Number Model Name : : : : BMI PKD 1629409 BRIXEN EVCS Checked By : YPR 9/17/2024 9:35:09 AM RISA-3D Version 21 [ Brixen EVCS 1.r3d ]Page 1 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]Yield [ksi]Ry Fu [ksi]Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²]Iyy [in⁴]Izz [in⁴]J [in⁴] 1 H Frame Column STRUT3-1/4"X1-5/8"Column Channel A36 Gr.36 Typical 0.792 0.862 0.403 0.003 2 H Frame Beam STRUT1-5/8"X1-5/8"Beam Channel A36 Gr.36 Typical 0.468 0.129 0.213 0.001 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[ft]LCShear CheckLoc[ft]DirLCphi*Pnc [k]phi*Pnt [k]phi*Mn y-y [k-ft]phi*Mn z-z [k-ft]Cb Eqn 0 M9 STRUT3-1/4"X1-5/8"0.253 5 48 0.02 5 y 43 13.43 25.677 0.642 1.475 2.082H1-1b 1 M10 STRUT3-1/4"X1-5/8"0.254 5 48 0.02 5 y 43 13.43 25.677 0.642 1.475 2.081H1-1b 2 M11 STRUT1-5/8"X1-5/8"0.028 1.01 43 0.009 0 y 56 13.573 15.147 0.441 0.806 1.059H1-1b 3 M12 STRUT1-5/8"X1-5/8"0.028 1.01 43 0.009 0 y 56 13.573 15.147 0.441 0.806 1.059H1-1b Envelope Member Section Deflections - Service Member Sec x [in]LC y [in]LC z [in]LC x Rotate [rad]LC (n) L/y' Ratio LC (n) L/z' Ratio LC 0 M9 1 max 0 56 0.209 43 0.062 45 0 150 NC 146 NC 144 1 min 0 142 -0.209 42 -0.062 44 0 30 287.353 42 971.061 44 2 2 max 0 150 0 150 0 150 0 150 NC 150 NC 150 3 min 0 30 0 30 0 30 0 30 NC 30 NC 30 4 M10 1 max 0 57 0.209 43 0.062 45 0 150 NC 146 NC 144 5 min 0 141 -0.209 42 -0.062 44 0 30 287.353 42 971.061 45 6 2 max 0 150 0 150 0 150 0 150 NC 150 NC 150 7 min 0 30 0 30 0 30 0 30 NC 30 NC 30 8 M11 1 max 0.055 45 0 150 0.187 42 0.005 42 NC 150 NC 150 9 min -0.055 44 0 52 -0.187 43 -0.005 43 NC 30 NC 30 10 2 max 0.055 45 0 149 0.187 42 0.005 42 NC 150 NC 150 11 min -0.055 44 0 53 -0.187 43 -0.005 43 NC 30 NC 30 12 M12 1 max 0.037 45 0 150 0.124 42 0.005 42 NC 150 NC 150 13 min -0.037 44 0 52 -0.124 43 -0.005 43 NC 30 NC 30 14 2 max 0.037 45 0 149 0.124 42 0.005 42 NC 150 NC 150 15 min -0.037 44 0 53 -0.124 43 -0.005 43 NC 30 NC 30 Envelope Node Displacements Node Label X [in]LC Y [in]LC Z [in]LC X Rotation [rad]LC Y Rotation [rad]LC Z Rotation [rad]LC 14 N29 max 0.124 42 0 150 0.037 44 1.359e-3 44 0 150 4.564e-3 43 15 min -0.124 43 0 52 -0.037 45 -1.359e-3 45 0 30 -4.564e-3 42 16 N30 max 0.188 42 0 150 0.055 44 -2.276e-5 149 1.246e-4 59 4.719e-3 43 17 min -0.188 43 -0.001 52 -0.055 45 -1.376e-4 53 -1.246e-4 58 -4.719e-3 42 MAX DEFLECTION : 0.188 in LIMITING DEFLECTION = H/120 = (12 x 5) / 120 = 0.5 in. Thus, OK. 8.0 RISA 3D REPORT FOR H-FRAME