CUSTOMER NAM
E
PROJECT #
DP=(DESIGN PRESSURE)
60
LA
=
LOAD AREA
D
MAX
=
DEFLECTION
WW=(WINDOW WIDTH IN.)
60
W1
=
STRUCTURAL TEST PRESSURE
S
MAX
=
STRESS
CALCULATIONS RUN ON EXTRUSIONS:
WH=(WINDOW HEIGHT IN.)
80
W
=
DESIGN TEST PRESSURE
D
ALLOWABLE
=
DEFLECTION ALLOWED
MRL=(MEETING RAIL LENGTH IN.)
58.375
P
=
PRESSURE
1.
WDP
=
WINDOW DESIGN PRESSURE
2.
E=
1.E+07
M
MAX
DENOMINATOR
3.
K=
0.3
6.360
4.
5.
KL=
20.000
D
MAX
DENOMINATOR
62.400
L=
58.375
W=
630
LOAD AREA
DESIGN TEST PRESSURE
W1=
945.00
WDP=
630
LA=
[
WW
X
(
WH
X
.5)]
-
[(
WH
X
.5)
X
((
WH
X
.5)
X
.5)]
=
LA
SQ. FT.
M
MAX
=
W
X
L
=
M
MAX
LBS./IN.
144
M
MAX
DEN.
C=(CENTROID)
1.348
LA=
[
60
X
(
80
X
.5)]
-
[(
80
X
.5)
X
((
80
X
.5)
X
.5)]
=
10.50
SQ.
FT.
M
MAX
=
630
X
58.375
=
5,782
LBS./IN.
I
YY
=
0.671
144
M
MAX
DEN.
I
YY
=
I
YY
=
D
MAX
=
W
X
L
3
=
D
MAX
IN.
I
YY
=
STRUCTURAL TEST
D
MAX
DEN.
X
E
X
I
I
YY
=
I (TOTAL)
0.671
P
=
DP
X
1.50
=
P
LBS./SQ. FT.
D
MAX
=
630
X
198,921
=
.299
IN.
62.400
X
1.E+07
X
0.671
P
=
60
X
1.50
=
90.0
LBS./SQ. FT.
S
MAX
=
M
MAX
X
C
=
S
MAX
PSI
W1
=
P
X
LA
=
W1
LBS.
I
W1
=
90.0
X
10.5
=
945
LBS.
S
MAX
=
5,782
X
1.348
=
11,616
PSI
0.671
D
ALLOW
=
L
=
D
ALLOW
175
D
ALLOW
=
58.375
=
.334
175
STRUCTURAL TEST PRESSURE
M
MAX
=
W1
X
L
=
M
MAX
LBS./IN.
M
MAX
DEN.
M
MAX
=
945.00
X
58.375
=
8,674
LBS./IN.
6.360
D
MAX
=
W1
X
L
3
=
D
MAX
IN.
D
MAX
DEN.
X
E
X
I
D
MAX
=
945.00
X
198,921
=
.449
IN.
62.400
X
1.E+07
X
0.671
S
MAX
=
M
MAX
X
C
=
S
MAX
PSI
I
S
MAX
=
8,674
X
1.348
=
17,426
PSI
0.671
