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Lock-�eck`Technical Data <br />LOAD CONVERSION CHART <br />EXAMPLE IN COMPUTING PITCHED ROOF <br />flEQUIREMENTS <br />Given:40 psf live load on horizontal projections of the <br />roof <br />11 psf dead Ioad including weight of deck <br />15 foot design span <br />1/240 allowable deflection <br />8 in 12 design pitch of roof <br />Random Length construction layup of decking <br />Load adjustment for roof pitch <br />Step 1—Entergreph with 40 psf live load. Read 33 psf <br />laad on roof surface <br />Step 2—Add the 33 psf live load to applicable dead load <br />per square foot of roof surface (71 psf in this <br />case) 33 + 11 = 44 psf. <br />Step 3—Enter graph with 44 psf total load. Read 36 psf <br />load component causing bending <br />�th this load 3' STX E1.5 decking will meet the <br />required specifications (check span tablesl. <br />s.ac�Fo <br />IM.AND Nm CED1111— <br />p�4nd i4d Gd�r F.a.n <br />1 � 1590' <br />� FoomotnlorSpmT�01u: <br />�, y�luu I011ow�0 Oy (ry ue povamad Ey �veu. Allow�0la lo�da lor Iloan w�an pavemed by tlellectlon ve �HI al �hos� Il�led In iM 1/1B0 column�. I <br />t. 9�nEinO �unvaluds m Dmon�� Euufion.l W no� a�caedetl when t�e IIs�eU IoeEure �OF��etl EueE on recopnl[a0 d¢tinp lormaln. <br />J. Toul Io�E�. w��� povemeE Oy Oellection. ue 12 Oeicant �ipher Ih�n �ecopnieetl by IC9J Pa�e�rth Commiuee Nepart No.17791or Wut�rn SDKi�s. <br />�. Sv�^�a�Es �hown �numa como�i�nca �o I�v�v ��le� EasaiEed ebaw�ara. Lanper �0�^� mry repWrq fv�����c bnp�ns Eilhrinp Irom t�� atmduU <br />��i0m�n1—comultYour Polqlchroprefenl�live. <br />5. Cmtom Gnd� 0'+�E 5' Sownun Pine Eallection value� u� 83% ol ��e E1.8 �stue� �hown.7' ST% Soul�ern Pin� nWo ur aa��� �o Et.51E��o W Alu Pim <br />v�Nn ara01 wMn bmdinp poverna. <br />