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FEB-13-2003 THU 10�11 AM ENGINEERING TECHNICRL FAX N0, 6054981299 P, 10
<br /> . Appendix B--Design Examp{�
<br /> , �
<br /> �1. f�Enc�ral 64. Basic �p�cin� (See Sectian 3.2.�) �b`s
<br /> Sii1��: ttlis �xample i5 intended for uso as a From tl7e t�blr_� in Sect�on 3.2.�
<br /> "� c����rr:t1 gt�lde throu�h this publication and the
<br /> ;' I'pS, rr::vi�w of tt�osa sectlons pertlnent to your for 19/32" �-p!y 5-layer toucPt-sanc��:d
<br /> � s��ecific; riesign is recommended beforc proceed- plywa�d, face grain par�liel to slringt��J�
<br /> infl. ��ctian r�fcrencos refer to Part 1. b : 2g��
<br /> ; P�elirninaty' cansideratlons as to the grade of for5/16" unsanded i wooci t� � 12"
<br /> pfywood and I�fmbEr to be used fo�a c�iven deslgn p Y �
<br /> '; s+ffould dr�cli�dc a check on avallabiiity. Where full
<br /> . exterfo�durability is not requlred for tho plywood, $5, Neutr�l Axi� for Uefl�ctidn S�E�
<br /> � APA ply�vo�d Exposure 1 may bo specified, �
<br /> yen�raliy permittlnc� the �se of higher alfowable S�`Cf�(}f! �.4.2
<br /> plyv�aod shear strosses,
<br /> �.�J�N
<br /> �`�. �i'G�I��tYI Z—�--=..._...tr•_:.�-��. -.___.__��:.....1 �
<br /> 5.984' � ��-375'�_.�__...r�:�.���f__.^����,
<br /> � L --E' Y
<br /> D�sf�n a fic'aor panol for a 14-ft span. � � � � j
<br /> �� Liv� l.��tc.l: �f0 psi Dsaci Load: i0 psf 3.0�� t�312^ o.���„
<br /> L���fl�-�Ctioi� Liniitation: ,f/360 under live load only. Values of Air of �Iywaott froRi PDS "t�ah(� 1,
<br /> . Itom E A�; A.E Y Ai�GY
<br /> ��. �'��i�l Sectian (See Section 3.7� Toosu� ,,�oo,noa x �,� _ ,.��,000 a�a.a;�4 _ J.42 ,a.er,,.c�o� 5.9�h 111;�ou,rm4
<br /> SV�nqnr5 1.fi(10,0�x 1.0'S r 1,R!�C1.0(10 �X B.Dd : 3?? f:1P{.;��i;IAI :ff}00 17t7.00�.ff+i��
<br /> � `�r�+ the ��ction sketched below BJI�pmSki�t,f}QQAf�X 1.1 :a ,�t�o,nn� a x �.a�i = s�� s�,r.en,ona p,s,� i,n,ppr,o
<br /> ro�m r7� ��,;•ca;cr+o 20��ao.�wo
<br /> „ Top Skin — 19132" APA RA7Ep STURD-I-FLOOR 2Q o.C.
<br /> � EXl'' 1 rr�.:�rked PS-1. (For thi, thtckness �nd stringer zA�{�y 291,94�,QU0
<br /> �, sp�r..lnt�, a 5-ply 5-Eayef p{�nel shauld be used for Y = .. •. - - ----_.._..._.., � g.���,
<br /> '; r4�;istar�;� to concentratod floor IoaQs.} SA��C � 30,�00,000
<br /> • � 2 r.....�,.,. .
<br /> ii = 2.35A iit. /lt ,; ,, �'I;
<br /> �. � „ - a.,z� �►,_^,�t ,;- ;' ;�' ��, B6. Stiffness (See Section 3.4,�j
<br /> ' f i = U.0'16 in."Ift /�'' �,' ,',' !f' (1!4" gap e3ch
<br /> ; !,; ,� ,, / side of splice O,�J.�f
<br /> ., pfatey ___... _..,.,...--- • • �
<br /> ,� _ ,f �
<br /> ' !I ir.._��__" .
<br /> ...
<br /> � ""'... .. .. �.
<br /> � 2 .Y. 'U� �)0l.i�liTK�tf• i�r—^7��'-'-•-�J-- !' _. ,_, ... -i n
<br /> ' it`1fCh F�U, 1 � „ '! ---�-- ,. 3 U4
<br /> ,� �f� �r 1 2.74'
<br /> Slfi�i�£fS 1 " �' i ..j.. .., �
<br /> �i 1 ;.
<br /> i \\\ f�r�l �`, �r�f ;1 s p l i c c p l a t e 5.3 7 5" i -�-
<br /> r, �i :
<br /> ' �t• = f3.GFi in.� ��,' i�{ ��; ;1� � a.2a�' I 3,p g^ Y _• :i.2a„
<br /> � �• I� ' !'� J +,` ,, Bottom Skln — 5116" _...,.�---- ... o.3f2•.�—._ ,. � �..
<br /> :.• 1�.q lri. ;' �� �r Af'A RA7�D "7'_: .,..1.. .. .. t
<br /> ,, i �� �
<br /> �� ' i ,�� r r '' SHEATHiNG 20J0
<br /> � �'�:_b.6:':i"�,/,' �'��� i�` 1+ EXP 1 marked PS-i. Vafues qf loof plywo4d Ptom PC1S T�blc� t.
<br /> � � S � ,� �r`-,'r ;'f� -; ;J Au .: tA91 (n. !ft
<br /> ;. 5.a�=;• ' ..� _.�1 I = Q,022 fn.°!ft
<br /> �. �i�� , ....,1't� 1!
<br /> A.31.%a,r .�y l'�-�f2�.�-13.3'= 31G"�-� E 1/2" nem E ib A,, o tll A�d' t,��o. �s� E{r�,a.s'i
<br /> • .� 4',�'� .._. T�osr�n r'J'Jnono au? Qnz 2��� 75t :�r 9i? ter r.q�)C��in
<br /> :fnr��:r �.6:»)Uup 7rti 3^� G?� �i0r:'t �L'7 )'�a i.jrn:X�:��7
<br /> i GIF',:,f diu'i:iRr.o
<br /> � 48 – 3 x 1.5 – 1 – 0.75 B�uUrn Sf.n �tiA�7 CG? OC3 ...n� 3 iiJ 9 65 &.9 � r
<br /> �
<br /> LetvdOctnS(ringErs = —_._._..•.-- _ 13.9" �"�} ,�7^xw;v���
<br /> `� ro�al ���,.,;,r r <Ilit�Tal;:";.1 �
<br /> • 7ot�11 spli��c{�le�t�width w: 3(13,9 •• 0.�) = 40.2"
<br /> i •�ri,.ludec.s��i3" reducNon In depth to itlow for resurtar,inc�. E{y = 401,OU0,000 Ib•in.2 pe�4-ft wit►l1i C�
<br /> : ' 1 f3
<br /> T' �
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