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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br /><Licensed Company> <br />rhara <br />Checked By : __________ <br />11/17/2022 <br />7:33:24 PM <br />RISA-3D Version 20 [ Santa Ana, modified Line 2.r3d ] Page 47 <br />Member Primary Data (Continued) <br />Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule <br />892 M900 N1423 C12 Rod bracing HBrace BAR A36 rod bracing Typical <br />893 M901 C12 N1417 Rod bracing HBrace BAR A36 rod bracing Typical <br />894 M902 N1417 N1390 Rod bracing HBrace BAR A36 rod bracing Typical <br />895 M903 N1414 N1392 Rod bracing HBrace BAR A36 rod bracing Typical <br />896 M904 N1392 C13 Rod bracing HBrace BAR A36 rod bracing Typical <br />897 M905 C13 N1398 Rod bracing HBrace BAR A36 rod bracing Typical <br />898 M906 N1398 N1425 Rod bracing HBrace BAR A36 rod bracing Typical <br />899 M907 N1425 N1380 Rod bracing HBrace BAR A36 rod bracing Typical <br />900 M908 N1380 N1407 Rod bracing HBrace BAR A36 rod bracing Typical <br />901 M909 N1407 N1387 Rod bracing HBrace BAR A36 rod bracing Typical <br />902 M910 N1387 A13 Rod bracing HBrace BAR A36 rod bracing Typical <br />903 M911 C11 C10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />904 M912 C9 C8 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />905 M913 C8 C7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />906 M914 C6 C5 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />907 M915 C5 C4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />908 M916 D11 D10 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />909 M917 D9 D8 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />910 M918 D8 D7 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />911 M919 D6 D5 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />912 M920 D5 D4 Brace frame top beam Beam Wide Flange A572 Gr.50 Typical <br />Frame / HR Seismic Design Rule <br />Label Frame TypeColumn DuctilityColumn OverstrengthBeam DuctilityConnectionBeam OverstrengthZ FactorHinge Location [in]Brace DuctilityBrace Overstrength KL/r <br />1 OCBF OCBF Minimal Yes Minimal Other/None Yes N/A N/A Minimal Yes <br />2 SCBF SCBF High Yes High Other/None Yes N/A N/A High Yes <br />3 OMF OMF Minimal Yes Minimal BUEEP 12 N/A <br />4 IMF IMF Moderate Yes Moderate BFP 12 N/A <br />5 SMF-RBS SMF High Yes High RBS 0.685 14.625 N/A <br />6 SMF-KaiserB SMF High Yes High KBB-B 12 N/A <br />7 SMF-KaiserW SMF High Yes High KBB-W 12 N/A <br />8 SMF-BSEEP SMF High Yes High BSEEP 12 N/A <br />9 SMF-WUF-W SMF High Yes High WUF-W N/A <br />Member Distributed Loads (BLC 2 : Solar panels) <br />Member LabelDirectionStart Magnitude [lb/ft, F, psf, lb-ft/ft]End Magnitude [lb/ft, F, psf, lb-ft/ft]Start Location [(ft, %)]End Location [(ft, %)] <br />1 P15-12 Y -8.2 -8.2 0 %100 <br />2 P9-12 Y -8.2 -8.2 0 %100 <br />3 P5-3 Y -8.2 -8.2 0 %100 <br />4 P18-1 Y -8.2 -8.2 0 %100 <br />5 P13-7 Y -8.2 -8.2 0 %100 <br />6 P15-7 Y -8.2 -8.2 0 %100 <br />7 P28-3 Y -8.2 -8.2 0 %100 <br />8 P5-11 Y -8.2 -8.2 0 %100 <br />9 P14-6 Y -8.2 -8.2 0 %100 <br />10 P34-2 Y -8.2 -8.2 0 %100 <br />11 P44-3 Y -8.2 -8.2 0 %100 <br />12 P16-10 Y -8.2 -8.2 0 %100 <br />13 P11-2 Y -8.2 -8.2 0 %100 <br />14 P4-9 Y -8.2 -8.2 0 %100 <br />15 P43-8 Y -8.2 -8.2 0 %100 <br />16 P40-2 Y -8.2 -8.2 0 %100 <br />17 P36-4 Y -8.2 -8.2 0 %100 <br />2677 N Main St - <br />101110159-60 & <br />20175958-5902/07/23