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0.2 -.__ ..___ ....... ..... ..... ..... ..... <br /> 13 0.10 15.79 -2.40 5.14 MidS 0.47 0.47 69 1 0.0 1.25 0.83 172 60 260 65 <br /> 0.2 1 12.5 1.25 0.84 192 60 287 65 <br /> 14 0.14 15.79 -0.11 5.14 MidS 0.03 0.03 69 1 25.0 1.25 0.83 172 60 260 65 <br /> 0.2 <br /> Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Ax1+Mom- Max Max WALL DEFLECTION AT EAVE: <br /> Unbrace <br /> Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Span/Deflect <br /> Minor Wall Wall Deflection(in) ----Wind--- --Seismic-- <br /> Id Height Wind Seismic Calc Limit Calc Limit <br /> 3 12.5 1 1 8X25214 1 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 2 18.0 1.25 0.83 172 60 260 65 <br /> 0.2 4 18.0 1.25 0.83 172 60 260 65 <br /> 2 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 0.2 <br /> 3 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 0.2 <br /> 4 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 2992 Purlin Strut, Longitudinal Load 7/27/21 7:30pm <br /> 0.2 <br /> 5 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 0.2 Surf Brace Purl Bay Purlin Load .Axial(k )- Moment(f-k ) -Ax1+Mom- Max Max <br /> 6 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 Unbrace <br /> 0.2 Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R <br /> 7 0.00 15.79 0.87 4.14 MidS 0.21 0.21 69 Minor <br /> 0.2 .... ...... .... ... ........ __.._ ..... .... _. _.... _. <br /> 8 0.00 15.79 0.87 4.14 MIAS 0.21 0.21 69 --0.7 2 12.5 3 1 8X25Z14 1 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 9 8.14 15.79 -0.37 5.14 MidS 0.08 0.08 69 0.2 <br /> 0.2 2 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 10 0.10 15.79 -1.99 5.14 MidS 0.39 0.39 69 8.2 <br /> 0.2 3 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 11 0.10 15.79 -2.40 5.14 MidS 0.47 0.47 69 0.2 <br /> 0.2 4 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 12 0.10 15.79 -2.48 5.14 MidS 0.47 8.47 69 0.2 <br /> 0.7 5 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 13 0.10 15.79 -2.40 5.14 MidS 0.47 0.47 69 0.2 <br /> 0.2 6 0.00 15.79 -2.04 5.14 MidS 0.40 0.40 69 <br /> 14 0.14 15.79 -0.11 5.14 MidS 0.03 0.03 69 0.2 <br /> 0.2 7 0.00 15.79 0.87 4,14 MidS 0.21 0.21 69 <br /> a 0.2 <br /> 2992 Eave Strut, Longitudinal Load(Wa1l 2) 7/27/21 7:30pm 8 0.00 15.79 8.87 4.14 MidS 0.21 0.21 69 <br /> 0.2 <br /> 9 8.14 15.79 -0.37 5.14 MidS 0.08 0.08 69 <br /> Wall Bay Eave Load ----Axia1(k )---- --Mament(f-k )-- Axl+Mom Max 0.2 <br /> Id Id Part Id Calc Limit UC Calc Limit UC UC KL/r 18 0.10 15.79 -1.99 5.14 MidS 0.39 8.39 69 <br /> 0.2 <br /> 2 1 8X25214 1 0.00 15.79 0.00 -2.01 5.14 0.39 0.39 0 11 0.10 15.79 -2.40 5.14 MidS 0.47 0.47 69 <br /> 2 0.00 15.79 0.00 -2.01 5.14 0.39 0.39 0 0.2 <br /> 3 8.00 15.79 0.00 -2.01 5.14 0.39 0.39 0 12 0.10 15.79 -2.40 5.14 MidS 0.47 0.47 69 <br />