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, MAY c� '97 15�2@ PLYM4UTH �U�iDEE P.13 <br /> . • <br />' � �� ' � 5tructuzal Galculatians �ont. �� �� 8-9-90 <br /> ' <br /> . <br /> SurRmary: <br /> �2 ` Gazebo <br /> Cots►Ponent - . .. �Max 3.iv� load �}.IoWee3 - <br /> Roog Beam 93.1� ps£ '�—��` <br /> Decking gg,74 p�� <br /> Compre�siQn ring iIS ' Gazebc c.'tical) <br /> wa11 panel 381 psf <br /> ; �,ater�l �irtd 2G.2 psf ;'� <br /> lOvettur�i�q stab3.I.ity � {15' critical) *+ <br /> 15 ' c�axeba � <br /> . <br /> Cvm oaent M�►x 3,�.v� load },�owed <br /> Roof Beam 31.40 psf � <br /> IDeck3ng 4�.03 psf <br /> Compression ring 56.89 psf <br /> Wall panel (l,z' Gazebo ez tical) <br /> �ateral Wind �5 psf ** <br /> Ovezturt�iag stabi].ity 14.1 psf wind � <br /> *see page 4 far obtai��nq a hiqher a1�oWable load. , <br /> ** see �,ocal bui].dir�g codes far desic�n requirer��nts . <br /> ����'-- � • <br /> �� ���,�• o. 1`1��1 <br /> ��.�,�. �� �w� <br /> , _ <br /> page 12 <br />