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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />AL <br />J24373 <br />TYP PARAPET BRACING <br />Checked By : __________ <br />RISA-3D Version 21 [ J24373 - TYP PARAPET BRACE.r3d ]Page 1 <br />Node Coordinates <br />Label X [ft]Y [ft]Z [ft]Detach From Diaphragm <br />1 N1 0 0 0 <br />2 N2 0 13.75 0 <br />3 N3 0 19.75 0 <br />4 N4 0 17.75 0 <br />5 N5 3 13.75 0 <br />Node Boundary Conditions <br />Node Label X [lb/in]Y [lb/in]Z [lb/in] <br />1 N1 Reaction Reaction Reaction <br />2 N2 Reaction Reaction <br />3 N3 Fixed <br />4 N5 Reaction Reaction Reaction <br />Wood Properties <br />Label Type Database Species Grade Cm Ci Emod Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] <br />1 STUD Solid Sawn Visually Graded Douglas Fir-Larch No.2 1 0.3 0.3 0.035 <br />Wood Section Sets <br />Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] <br />1 PARAPET 2X6 Column Rectangular STUD Typical 8.25 1.547 20.797 5.125 <br />2 BRACE 2X6 HBrace Rectangular STUD Typical 8.25 1.547 20.797 5.125 <br />Member Primary Data <br />Label I Node J Node Section/Shape Type Design List Material Design Rule <br />1 M1 N1 N3 PARAPET Column Rectangular STUD Typical <br />2 M2 N4 N5 BRACE HBrace Rectangular STUD Typical <br />Wood Design Parameters <br />Label Shape Length [ft] le2 [ft] le-bend top [ft]Cr y sway z sway <br />1 M1 PARAPET 19.75 0 Lbyy <br />2 M2 BRACE 5 Lbyy <br />Member Distributed Loads (BLC 4 : WIND) <br />Member LabelDirection Start Magnitude [lb/ft, F, ksf, lb-ft/ft] End Magnitude [lb/ft, F, ksf, lb-ft/ft] Start Location [(ft, %)] End Location [(ft, %)] <br />1 M1 X 21.333 21.333 0 %100 <br />2 M1 X 43.373 43.373 13.75 %100 <br />Basic Load Cases <br />BLC Description Category Distributed <br />1 DEAD DL <br />2 ROOF LIVE RLL <br />3 CEILING LOAD DL <br />4 WIND WL 2 <br />5 SEISMIC EL <br />L-24