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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Americana Outdoors <br />AO <br />224730-1 <br />Monoslope Shelter 22' x 56.5' <br />Checked By : __________ <br />6/10/2025 <br />9:49:19 PM <br />RISA-3D Version 22 [ Monoslope 224730-1.r3d ] <br />Member Area Loads (BLC 4 : W Transverse case A-0) <br />Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces <br />1 N1 N5 N6 N3 Perp A-B 0 0 0 0 Yes <br />2 N5 N2 N4 N6 Perp A-B 9.9 9.9 9.9 9.9 Yes <br />Member Area Loads (BLC 5 : W Transverse case B-0) <br />Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces <br />1 N1 N5 N6 N3 Perp A-B 22.5 22.5 22.5 22.5 Yes <br />2 N5 N2 N4 N6 Perp A-B 0.5 0.5 0.5 0.5 Yes <br />Member Area Loads (BLC 6 : W Transverse case A-180) <br />Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces <br />1 N5 N2 N4 N6 Perp A-B -17.3 -17.3 -17.3 -17.3 Yes <br />2 N1 N5 N6 N3 Perp A-B -19.1 -19.1 -19.1 -19.1 Yes <br />Member Area Loads (BLC 7 : W Transverse case B-180) <br />Node ANode BNode CNode DDirection Load Direction A Magnitude [psf] B Magnitude [psf] C Magnitude [psf] D Magnitude [psf] Exclude Braces <br />1 N5 N2 N4 N6 Perp A-B -12.1 -12.1 -12.1 -12.1 Yes <br />2 N1 N5 N6 N3 Perp A-B -2.9 -2.9 -2.9 -2.9 Yes <br />Envelope Node Reactions <br />Node Label X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC <br />1 N7 max 0.383 14 3.482 14 0.468 2 0 37 0 37 5.429 37 <br />2 min -0.799 37 -0.617 25 -1.034 36 0 1 0 1 -0.982 14 <br />3 N8 max 0.304 14 3.652 14 0.098 25 0 37 0 37 6.17 37 <br />4 min -0.807 37 0.016 24 -0.975 32 0 1 0 1 -0.952 14 <br />5 N9 max 0.105 25 3.478 14 0.468 2 0 37 0 37 5.819 31 <br />6 min -0.945 31 -0.615 25 -1.034 36 0 1 0 1 -0.276 25 <br />7 N10 max 0.011 24 3.656 14 0.098 25 0 37 0 37 6.572 31 <br />8 min -0.924 31 0.015 24 -0.975 32 0 1 0 1 -0.034 24 <br />9 N19 max 0.008 25 6.155 14 0.996 2 0 37 0 37 6.09 31 <br />10 min -1.049 31 -1.171 25 -0.96 36 0 1 0 1 -0.017 25 <br />11 N20 max 0 24 6.397 14 0.187 25 0 37 0 37 6.945 31 <br />12 min -1.037 31 -0.05 24 -1.368 32 0 1 0 1 -0.001 24 <br />13 N21 max 0.048 14 6.159 14 0.996 2 0 37 0 37 6.029 31 <br />14 min -1.03 37 -1.173 25 -0.96 36 0 1 0 1 -0.116 14 <br />15 N22 max 0.038 14 6.393 14 0.187 25 0 37 0 37 6.88 31 <br />16 min -1.022 37 -0.049 24 -1.368 32 0 1 0 1 -0.13 14 <br />17 Totals:max 0 32 39.371 14 0.75 25 <br />18 min -7.538 31 -2.292 25 -7.538 30 <br />Envelope Maximum Member Section Forces <br />Member Axial[k]Loc[in]LC y Shear[k]Loc[in]LC z Shear[k]Loc[in]LC Torque[k-ft]Loc[in]LC y-y Moment[k-ft]Loc[in]LC z-z Moment[k-ft]Loc[in]LC <br />1 M1 max 3.482 0 14 0.462 97.575 2 0.383 97.575 14 0 97.575 37 5.429 0 37 8.333 97.575 36 <br />2 min -0.683 97.575 25 -1.025 0 36 -0.802 0 37 0 0 1 -1.09 97.575 37 -3.76 97.575 2 <br />3 M2 max 3.652 0 14 0.098 117.52225 0.304 117.52214 0 117.52237 6.17 0 37 10.142 117.52232 <br />4 min -0.064 117.52224 -1.036 0 32 -0.81 0 37 0 0 1 -1.761 117.52237 -0.96 117.52225 <br />5 M3 max 3.478 0 14 0.462 97.575 2 0.105 97.575 25 0 97.575 37 5.819 0 31 8.333 97.575 36 <br />6 min -0.681 97.575 25 -1.025 0 36 -0.951 0 31 0 0 1 -2.61 97.575 33 -3.76 97.575 2 <br />7 M4 max 3.656 0 14 0.098 117.52225 0.011 117.52224 0 117.52237 6.572 0 31 10.142 117.52232 <br />Page 46 of 111