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TABLE PECIFICATIONSOL
1. This liable appilles to SITaight. simple sPaan
larn-inaluo li r heams under dfy use
•--1 Lf r I IiJ ■ s..
2. Fioui!5 should have a m'lnirnum$10P V4 r
pt)r 11 to avoid wale � Mn�j'
1. Load vo-lijes are for upplad loading, m
�ijht ( 35 Of LhaS been deducted
Irm 1ad,tra f ) aitY'
OLSIGN VALUES:
FIS J"244OGN pia (ro ute raIi f ctur, )a
E Im 11800,IQOO psi,
FPA
For foot be rnua PO and F, wafo ire r a d 15
for shoat ter=m dwr4iflon al loaa nQ.
EFL ECT, t I ITS
A40401 �aMS 1)1166 .�f . 1OF IC:61aP lC��i.
Ro o r ams 11240 f spon for total load,
riot ,, floor beams should also be chac:kad for
1/360 deflerrtion limit lad` live load only,
Simple p n Bola
Qnverniriu buil to ;�Odsr, j?�C d'Gad 1, a, . the
L��am spacing, and the bearn !ipar, (sea
sketch) ofa Mown, thWnhlptmay be usecf t
S flCl QlUlam SOPW span beam sb I TIS
1� WO May iLjo be isod to delormirte the Jose
� clf beam G'Z { 'lf �rr'�' c -':oaf a known
spar, and 10 S6Ja,1,&'#t header 1 IP21QS_
SirrPle 5PananlS dr6a thOG,e 6UYPQ(j$LJ ai
dash and YAhout overhangs � � � �
or)PQ!�it Pago) Will (Op f Onginolaring.
t0fiver and L Vtir, wk)u8 pans, The tills (n this
Publication apply Onlytolilnple elan}
conditiong,
DetermIna B�am Slice ie
tond')[Iona-
Roof lire loadL) �= 25 Psl
Dead lead W In 1 I ,
13�� arr) spacoo 10 t t
(LL L) x 0= 4 appldis o,in,Pif
T4�-rrl i t7 -r-, iF r,,
i 4t 44 rF"f r ,a i. 2
Procedure:
Rvad downrr �o Roel Boam t l�� u)do,. (he ,) It
equal to or greatt3r #haf) Tia required
r'
h.Ippos It th at x'611 ue Ir. the 101 � F and � lur 1- . i t
altern-WO size f1` Could also ba user.
i
Nterml-no Base L'd Carrying Capacity ,
Example
Devlwmi no the IL
`aft A 16 X� � l On fi ( Kaf fir �� fOO) 11-10 [able
tha load rr yni c p s#�;y (I leo load Plas
'eight) w 1,172 pit,
Diatermina Header Siza Example
NT) dlong
Rool IIive lead �4 -L) = l
Dead load ( L.) P; 10 PGf
Buddir-r Olph (2B) � 2_4 It
H&acier span L) �r 16 N
-11 ( ) x (LL + i.) = Total appIi .1Oa in ,SII'
112 + 1U) A 420 pit