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Company TAEC June25, 2019 <br />Designer JRH 1:11 PM <br />Technology Associates Job Number SE01845A Checked By. <br />Model Name Cascade HS WT <br />Hot Rolled Steel Section Sets <br />I ahal Chan,. Tvna nx inn I icf KA.f.rial nx inn 0 A nn91 in rinAl I-rin Al I rinAl <br />1 <br />Antenna Pie <br />PIPE 2.5 <br />Column <br />Pie <br />A500 Gr.B RNID <br />Typical <br />1.61 <br />1.45 <br />1.45 <br />2.89 <br />2 <br />Brace Frame <br />L2.5x2.5x4 <br />Beam <br />Single An le <br />A36 Gr.36 <br />Typical <br />1.19 <br />.692 <br />.692 <br />,026 <br />3 <br />Top Rail <br />L2.5x2.5x4 <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Typical <br />1.19 <br />.692 <br />.692 <br />.026 <br />4 <br />Mid Rail <br />PL1/4x2.5 ` .. <br />Beam <br />RECT <br />A36 Gr.36 <br />T "'cal <br />.625 <br />.003 <br />.326 <br />5 <br />Vert Post <br />L2.5x2.5x4 <br />lColumn <br />I Sin le An le <br />A36 Gr.36 <br />I Typical <br />1 1.19 <br />.692 <br />1 .692 <br />1 .026 <br />6 <br />Reinf. Rail <br />L2.5x2.5x4' <br />Beam <br />Sin "le Angle <br />I A36 Gr.36 <br />I T ical <br />1.19 ; <br />.692 <br />1 .692' <br />:026 <br />7 <br />Angle connector <br />PL3/8x2.5 <br />Beam <br />Single An le <br />A36 Gr.36 <br />Typical <br />.938 <br />.011 <br />.488 <br />7.AA <br />Member Primary Data <br />I nhal I Aninf _1 _Ininf k .Iron# Rnfaf dA Cnnfinn/Ch- T....c rl-inn I ic4 RA. 4n 4: 1 r%-;-- 0..1 <br />1 <br />M1 <br />N5 <br />N8 <br />Vert Post <br />Column <br />Single Angle <br />A36 Gr.36 <br />Typical <br />2 <br />M2 <br />N 1 <br />N4 <br />Vert Post <br />Column <br />;Single Angle <br />A36 Gr.36 <br />Typical <br />3 <br />M3 <br />N8 <br />N4 <br />180 <br />Top Rail <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Typical <br />4 <br />M4 <br />N7 <br />N3 <br />Mid Rail <br />Beam <br />RECT` <br />A36 Gr.36' <br />T `cal <br />5 <br />M5 <br />N6 <br />N2 <br />90 <br />Reinf. Rail <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Typical <br />6 <br />M6 <br />N12' <br />N10 <br />Brace Frame <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Tvoical- <br />7 <br />M7 <br />N11 <br />N9 <br />Brace Frame <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Typical <br />8 <br />M8 <br />N13 <br />N14 <br />180 <br />1 Brace Frame <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Typical <br />9 <br />Al <br />N18 <br />N17 <br />Antenna Pipe <br />Column <br />Pie <br />A500 Gr.B RND <br />Typical <br />10 <br />M9 <br />N 10 <br />N18A <br />Angle connector <br />Bey <br />I Single Angle <br />I A36 Gr.36 <br />Typical <br />11 <br />M10 <br />N9 <br />N17A <br />Angle connector <br />Beam <br />Single Angle <br />A36 Gr.36 <br />Typical <br />12 <br />M12 <br />N6 <br />I N2 <br />I <br />Mid Rail ' <br />Beam <br />RECT <br />A36 Gr.36 <br />I Typical <br />Member Area Loads (BLC 2: Wind - front) <br />Joint A Joint B Joint C Joint D Direction Distribution Ma nitude <br />1 N5 N8 N4 N1 PX Open Structure 27.9 <br />Member Area Loads (BLC 3: Wind - side) <br />Joint A Joint B Joint C Joint D Direction Distribution Magnitudefps <br />1 N 1 N 18 N 17 N4 PZ Open Structure 27.9 <br />Member Point Loads (BLC 1: DL) <br />MPmhar I nFA nirarfinn Mnnnih rlanh Ih ftl I neafinnr* %1 <br />1 <br />Al <br />Y <br />-30 <br />2.5 <br />2 <br />Al <br />Y <br />-30 <br />5.5 <br />3 <br />Al <br />Y <br />-84 <br />6 <br />4 <br />Al <br />Y <br />-46 <br />1 <br />5 <br />Al <br />Y <br />-49 <br />3.5 <br />6 <br />M3 <br />Y <br />-19 <br />%50 <br />Member Point Loads (BLC 2: Wind - front) <br />M,.mh,.r I nK-1 rlirAntinn Mannihiriarlh Ih ffl 1 nnafinnr4 041 <br />1 <br />Al <br />X <br />131 <br />2.5 <br />2 <br />Al <br />X <br />131 <br />1 <br />5.5 <br />3 <br />Al <br />X <br />64 <br />6 <br />RISA-31D Version 17.0.3 [C:\...\...\...\...\...\2019 L600\SE01845A\Structural\mount.r3d] Pie-1•� <br />i u I 2 2 <br />