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Base Plate Calculation
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Base Plate Calculation
Base plate calculation of beamFull description...
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Base-Plate-.xls
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DESIGN SHEE !"#
DEUTSCHE BABCOCK
J"$ N" %&IEN SHEE
*#"JE%
"!
DE'S%HE $($%"%)
#E+ISI"N
*", E# S-SEM &IMIED
DESIGN "! $(SE *&(E Desn ase lae lae ased n IS 800 1984 %lase 5.4.3 19.75
30.50
19.75 240.00
19.75 h
B=
30.50
70.00
19.75
t = 48 70.00
al lad r ln he $ase *lae
P
=
240.00
nes
&enh he %ln
h
=
30.50
%
,dh he %ln
w
=
30.50
%
&enh he $ase *lae (ssed
L
=
70.00
%
,dh he $ase *lae (ssed
B
=
70.00
%
=
50.00
)/%2
$earn Srenh he %nree %nsdered
bc
(al $earn *ressre n he $ase *lae
=
W x 1000 )/ %2 L xB
(al $earn *ressre n he $ase *lae
=
48.98
)/%2
Greaer *r
a
=
19.75
%
&esser *r
b
=
19.75
%
=
3x
30.50
19.75
(
48.98
30.50 (
)/%2
h>ness he $ase *lae
t
x
a2 b2
b!
h>ness he $ase *lae
t
=
4.7 .77 7 %
h>ness he $ase *lae
t
=
48
J.Mahendran
316549498.xls
05/02/201608:11:08
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DESIGN SHEE !"#
DEUTSCHE BABCOCK
J"$ N" %&IEN SHEE
*#"JE%
DE'S%HE $($%"%)
#E+ISI"N
*", E# S-SEM &IMIED
DESIGN "! $(SE *&( *&(E E W
L= "".00
t= B =
"
30.00
al lad r ln he $ase *lae
P
=
&enh he %ln
h
=
50.0 50 .00 0 %
w
=
18.0 18 .00 0 %
&enh he $ase *lae (ssed
L
=
55.0 55 .00 0 %
,dh he $ase *lae (ssed (ssed
B
=
30.0 30 .00 0 %
=
40.00 )/%2
=
W x 1000
,dh he %ln
$earn Srenh he %nree %nsdered %nsdered
b!
(al $earn *ressre *ressre n he $ase $ase *lae
6.56 6.5 6 n ne e
L xB
(al $earn *ressre *ressre n he $ase $ase *lae
=
3.98 )/%2
Greaer *r
a
=
6.0 .00 0 %
Greaer *r
b
=
2.5 .50 0 %
18.00
2.50
(
3.98 )/%2 h>ness he $ase *lae
t
=
x # a2 b2 $
3x b!
h>ness he $ase *lae
t
=
0.4 .47 7 %
h>ness he $ase *lae
t
=
5
.
4
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DESIGN SHEE !"#
DEUTSCHE BABCOCK
J"$ N" %&IEN SHEE
*#"JE%
DE'S%HE $($%"%)
#E+ISI"N
*", E# S-SEM &IMIED
DESIGN "! $(SE *&( *&(E E W
B = 30.00
t=
"
L = = "".0 "".00 0
al lad r ln he $ase *lae
P
=
&enh he %ln
h
=
50.0 50 .00 0 %
w
=
18.0 18 .00 0 %
&enh he $ase *lae (ssed
L
=
55.0 55 .00 0 %
,dh he $ase *lae (ssed (ssed
B
=
30.0 30 .00 0 %
=
40.00 )/%2
=
W x 1000
,dh he %ln
$earn Srenh he %nree %nsdered %nsdered
b!
(al $earn *ressre *ressre n he $ase $ase *lae
6.56 6.5 6 n ne e
L xB
(al $earn *ressre *ressre n he $ase $ase *lae
=
3.98 )/%2
Greaer *r
a
=
6.0 .00 0 %
Greaer *r
b
=
2.5 .50 0 %
18.00
2.50
(
3.98 )/%2
h>ness he $ase *lae
t
=
x # a2 b2 $
3x b!
h>ness he $ase *lae
t
=
0.4 .47 7 %
h>ness he $ase *lae
t
=
5
.
4
The world’s largest digital library
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DESIGN SHEE !"#
DEUTSCHE BABCOCK
J"$ N" %&IEN SHEE
*#"JE%
DE'S%HE $($%"%)
#E+ISI"N
*", E# S-SEM &IMIED
DESIGN "! $(SE *&( *&(E E W
B = 30.00
t=
"
L = = "".0 "".00 0
al lad r ln he $ase *lae
P
=
&enh he %ln
h
=
50.0 50 .00 0 %
w
=
18.0 18 .00 0 %
&enh he $ase *lae (ssed
L
=
55.0 55 .00 0 %
,dh he $ase *lae (ssed (ssed
B
=
30.0 30 .00 0 %
=
40.00 )/%2
=
W x 1000
,dh he %ln
$earn Srenh he %nree %nsdered %nsdered
b!
(al $earn *ressre *ressre n he $ase $ase *lae
6.56 6.5 6 n ne e
L xB
(al $earn *ressre *ressre n he $ase $ase *lae
=
3.98 )/%2
Greaer *r
a
=
6.0 .00 0 %
Greaer *r
b
=
2.5 .50 0 %
18.00
2.50
(
3.98 )/%2 h>ness he $ase *lae
t
=
x # a2 b2 $
3x b!
h>ness he $ase *lae
t
h>ness he $ase *lae
t
=
0.4 .47 7 % 5
.
4
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2.50 6.00
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2.50 6.00
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