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spreader beam.xls
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spreader beam.xls
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- Spreader Beam Design-Structural Engineering Other Technical Topics
Spreader Beam Design-Structural Engineering Other Technical Topics
Selecting Spreader Beam Check beam for ES/EEC 1 COMPRESSION STRESS Wgt tot = safety factor = Wgt tot = Y c.g = Ytot = b1 =
22046 1.5 33069 98.425 196.85 60.0
lbs times lb lbs in in
10000 kg
5000 mm
o
60.0 o 8.35 in
b2 = h =
b2
b1
c2
c1
h
W1
W2 =Ytot Y.;
eam sele cte! " #200$200$8%12 &ro'erties " r $$ = 0.339 in r yy = 0.221 in ( = 9.85 in)2 *$ = 28.+92 in)3 ,aterial " ( 36 *y =
.; 0.155 36000
'si
W1 = --YtotYc.g/% Ytot/Wgt tot = W2 = -Y - Yc.g% Ytot/Wgt tot =
16534.5 lbs 16534.5 lb l bs
c1 = W1% tan - b1/ = c = c1 = c2
9546 lbs 9546 lbs
om'ression *tress "
fa = c%( =
k%r=
+11. +11.+4 +43 3
= c2
969.44 's 's i
(llo (lloa abl ble e stre stress ss rom rom (* (* tabl table e 331 331 " a =
295 'si
increae the beam i!e
"#$ BEN%IN& STRESS ,1 =
c1h =
*tress !7e to moment en!ing stress alloable "
+96++ lb lb.in
= ,2
, =
,1
+96++ lb.in
fb = b = m = e$ =
,%*$ = 0.66*y =
2+6+ 's 'si 23+60 'si hence
fb ' (b ) O * +
1 294.3 'si
,nit- Check . hecking against (* -e7ation #11/ fa%a : m$fb$%--1fa%e$/b$/ : myfby%--1fa%ey/by/ = hecking against (* -e7ation #12/ fa%0.6*y : fb$%b$ : fby%by =
0.16135144
' 1 )O*+
3.23+865 1)increae the i!e
of beam+
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