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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Nirattisai Structural Engineering <br />pnirattisai <br />1047.000 <br />Roof top screen wall <br />Checked By : <br />3/14/2023 <br />12:19:34 PM <br />RISA-3D Version 21 [ wood roof top screen.r3d ]Page 3 <br />Wood Section Sets <br />Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] <br />1 POST 4X4 Column Rectangular DF Typical 12.25 12.505 12.505 21.134 <br />2 BRACE 3X6 HBrace Rectangular DF Typical 13.75 7.161 34.661 20.472 <br />3 BOARD 2X8 Beam Rectangular DF Typical 10.875 2.039 47.635 7.093 <br />Member Primary Data <br />Label I Node J Node Section/Shape Type Design List Material Design Rule <br />1 M1 N2 N11 POST Column Rectangular DF Typical <br />2 M2 N3 N12 POST Column Rectangular DF Typical <br />3 M3 N4 N13 POST Column Rectangular DF Typical <br />4 M4 N5 N14 POST Column Rectangular DF Typical <br />5 M5 N6 N15 POST Column Rectangular DF Typical <br />6 M6 N11 N1 BRACE HBrace Rectangular DF Typical <br />7 M7 N12 N7 BRACE HBrace Rectangular DF Typical <br />8 M8 N13 N8 BRACE HBrace Rectangular DF Typical <br />9 M9 N14 N9 BRACE HBrace Rectangular DF Typical <br />10 M10 N15 N10 BRACE HBrace Rectangular DF Typical <br />11 M11 N11 N12 BOARD Beam Rectangular DF Typical <br />12 M12 N12 N13 BOARD Beam Rectangular DF Typical <br />13 M13 N13 N14 BOARD Beam Rectangular DF Typical <br />14 M14 N14 N15 BOARD Beam Rectangular DF Typical <br />15 M15 N16 N17 BOARD Beam Rectangular DF Typical <br />16 M16 N17 N18 BOARD Beam Rectangular DF Typical <br />17 M17 N18 N19 BOARD Beam Rectangular DF Typical <br />18 M18 N19 N20 BOARD Beam Rectangular DF Typical <br />19 M19 N21 N22 BOARD Beam Rectangular DF Typical <br />20 M20 N22 N23 BOARD Beam Rectangular DF Typical <br />21 M21 N23 N24 BOARD Beam Rectangular DF Typical <br />22 M22 N24 N25 BOARD Beam Rectangular DF Typical <br />Member Area Loads (BLC 2 : WL) <br />Node A Node B Node C Node D Direction Load Direction Magnitude [ksf] <br />1 N2 N11 N15 N6 Z Two Way 0.034 <br />Basic Load Cases <br />BLC Description Category Y Gravity Distributed Area(Member) <br />1 DL DL -1 <br />2 WL WL 1 <br />3 BLC 2 Transient Area Loads None 33 <br />Load Combinations <br />Description Solve BLC Factor BLC Factor <br />1 DL+0.6WL Yes DL 1 WL 0.6 <br />2 DL-0.6WL Yes DL 1 WL -0.6 <br />Envelope AWC NDS-18 / SDPWS-15 ASD Member Wood Code Checks <br />MemberShape Code Check Loc[ft]LCShear CheckLoc[ft]Dir LCFc' [ksi] Ft' [ksi] Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB CL CP Eqn <br />1 M1 4X4 0.108 2.24 2 0.043 0 z 2 1.43 1.62 2.4 2.4 0.288 4.14 1 0.518 3.9-1 <br />2 M2 4X4 0.206 2.135 2 0.091 0 z 1 1.43 1.62 2.4 2.4 0.288 4.14 1 0.518 3.9-1 <br />3201 Halladay St <br />7/11 <br />03/14/23 3201 S Halladay St <br />5/5/2025