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MAY 29 '9? 15�19 FLYMOUTH DUNDEE P.12 <br /> ' � ' <br /> . <br /> � Structu�al Cd1G�l�atiOtl� Cont. . $—�,90 — <br /> ''� : s ; <br /> � <br /> i <br /> Stability of Overturn�.ng �15 ' czitical � ' <br /> ume �0 sf wind load I, <br /> ass p <br /> We3.qht oF zdof • <br /> - - ' � 9.77 sf x 16 x b.24 psf. = 975.�4 1:bs �, <br /> + S rafters x2�/ft x 5 . 5' � ?Odlbs '� <br /> + coupla � fan 75 J.bs i <br /> �.254 4 lbs '', I <br /> Weight o£ one �al}. frama = 43 lbs <br /> 43 X $ sides - �44 3.bs <br /> Totai weiqht - 1498. �a 2bs (use 15oaibs ) I <br /> Load on each corner � I540f& _� 188 lbs <br /> Ove tu�nin momerit I� <br /> � Q ' <br /> zoot' � 't 390 � 52� (7' f 6'�2) � 4420 �t-lbs '�, <br /> wall a 1365 x 7/2 a 4778 ftwlbs '� <br /> 9398 gt-].bs a�v�rLu�n mom <br /> Uplift pez ccrner <br /> S��t�.on modu}.us pEz' �oxner = 3S I gi�ven) <br /> u us <br /> post u�l�ft � ovezt�srn moment/ �ectf.on mod �. <br /> _ t <br /> -� �98 35 � 26Z 1�bs/ ast upli� <br /> 9 I P �� <br /> Roaf uplift �. u lift <br /> (internal pressur� + .external: pressuxe) x area . <br /> (�0 psf + .7 x 1.Opsf) x 6.21 x 7.5/2 x 8 panels �+ �3167# <br /> uplift �orce per cerner � 3167/8 � g00 �bs <br /> Max u�p7.xft $ c�rner s <br /> roof uplift +4Q0 <br /> overturning �262 <br /> dead load �28� <br /> +4 4 3,bs/corn�z up�aard <br /> qsinq �-�.f 7' da.a q�t1.v anchazs per cozner vill pzovide 75Q 3,.b� . <br /> uplift res�istance, Thir i� adequate �or 10 psf winc� load. <br /> � � <br /> Wozki�g i.n reverse: ' <br /> bs � 938 lbs (xoof upl,ift + pvertuzn)��, <br /> 754 lbs + 1881 � <br /> . $38 ibs �.4.�. p�f maxi�aum rind loa.d all� <br /> � <br /> '� <br /> ��� ,��I�� <br /> � �a�t� <br /> ��J ��.� �� �`'��'�� . <br /> � � � ���� '�' � <br /> . �-� , <br /> page 11 I�'� <br /> � <br /> �I <br />