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PROCEDURE FOR MONOLITHIC SINGLE GL
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PROCEDURE FOR MONOLITHIC SINGLE GL
PROCEDURE FOR MONOLITHIC SINGLE GL
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PROCEDURE FOR MONOLITHIC SINGLE GL
PROCEDURE FOR SINGLE-GLAZED LAMIN
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PROCEDURE FOR LAMINATED SINGLE GL
PROCEDURE FOR LAMINATED SINGLE GL
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PROCEDURE FOR LAMINATED SINGLE GL
PROCEDURE FOR INSULATING GLASS (IG
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AZING SIMPLY SUPPORTED CONTINUOUSLY ALONG FOUR SIDES:
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AZING SIMPLY SUPPORTED CONTINUOUSLY ALONG THREE SIDES:
AZING SIMPLY SUPPORTED CONTINUOUSLY ALONG TWO OPPOSITE SIDE
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AZING CONTINUOUSLY SUPPORTED ALONG ONE EDGE
TED GLASS CONSTRUCTED WITH A PVB INTERLAYER SIMPLY SUPPORTED
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ZING SIMPLY SUPPORTED CONTINUOUSLY ALONG THREE SIDES WHERE I
ZING SIMPLY SUPPORTED CONTINUOUSLY ALONG TWO OPPPOSITE SIDE
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ZING SIMPLY SUPPORTED CONTINUOUSLY ALONG TWO OPPPOSITE SIDE
WITH MONOLITHIC GLASS LITES OF E!UAL (SYMMETRIC OR DIFFERENT
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:
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CONTINUOUSLY ALONG FOUR SIDES
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-SERVICE LG TEMPERATURES DO NOT EXCEED 50 DEG CELCIUS (122 DE
WHERE IN-SERVICE LG TEMPERATURES DO NOT EXCEED 50 DEG CELCIU
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WHERE IN-SERVICE LG TEMPERATURES DO NOT EXCEED 50 DEG CELCIU
(ASYMMETRIC GLASS TYPE AND THIC"ESS SIMPLY SUPPORTED CONTIN
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FAREINHEIGTH
(122 DEG FAREINHEIGTH
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(122 DEG FAREINHEIGTH
OUSLY ALONG FOUR SIDES:
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TABLE 1
TABLE #
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TABLE 5
TABLE $
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FIGURE A1.1
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FIGURE A1.2
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FIGURE A1.3
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FIGURE A1.4
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FIGURE A1.5
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FIGURE A1.6
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FIGURE A1.7
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FIGURE A1.8
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FIGURE A1.9
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FIGURE A1.11
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FIGURE A1.12
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FIGURE A1.13
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FIGURE A1.14
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FIGURE A1.15
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FIGURE A1.16
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FIGURE A1.17
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FIGURE A1.18
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FIGURE A1.19
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FIGURE A1.20
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FIGURE A1.21
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FIGURE A1.22
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FIGURE A1.23
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FIGURE A1.25
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FIGURE A1.26
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FIGURE A1.27 Load x Area2
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FIGURE A1.28
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FIGURE A1.29
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FIGURE A1.30
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FIGURE A1.31
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FIGURE A1.32
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FIGURE A1.41
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FIGURE A1.34
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FIGURE A1.35
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FIGURE A1.36
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FIGURE A1.37
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FIGURE A1.38
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FIGURE A1.39
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APPENDIX X1
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APPENDIX X2
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DOCUMEN NO.
!U"#EC FORMULAS
REFERENCE CALCULATIONS
ASPECT RATIO% AR
AR $ a % &a $ 2500.00 '' P&') L)*+, (&*+ ./)*/*
& $ 1500.00 '' P&') W/., (, ./)*/*AR 3 14$
GLASS AREA % A
A 3 645
( $ 4.00 )*a
LA 3 15400
NON DIMENSIONAL DEFLECTION% 7
+ $ , % -
, $ 2465 '' '8/9 &')'& .));/* < ,
- $ 8.00 '' 9) +&' ,/;=*)
+ $ 3.42
ALTERNATE PROCEDURE FOR CALCULATING THE APPROXIMATE CENTE
$ ;)*) < +&' .));/*- $ ?400 '' @&') ,/;=*)
$
$ -6420
$
$ 246$
$
$ 041
x $( $ #400 '@@&/). &'.x $ 14$$
W 3 2465 % .));/*
OPTIONAL PROCEDURE FOR EXTIMATING PROBABILITY OF BREA"AGE
$ P'/&/> < )'='+)
) .$ 2.8600E/53 9
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- $ 8.00 '' +&' ,/;=*)
e $ 2.7182
; $ 18.00 ) .//9/*
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!
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6.00 8.00
10.26 11.00
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BEAMS WITH INTERMEDIATE BUC"LING RESTRAINTS- $ 2# '' +&' ,/;=*)d $ 600 '' * +&' .)@,
=> $ 150 ''
1%#?0 '' D/'*;) )4 @/* < ));/) /+/.
E $ 2%000 M*a M.9&9 < )&'/;/> < +&'G $ 60%000 M*a S,)' .9&9
?.1 $ $460 ;*'* '/*)
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16.459 N'
23042433 N''
2640#2"N O"
FOR SIMPLY SUPPORTED DEFLECTION
L%240 $ 23.61 ''
1 ''
1#41$1 O"
MAC
$
MU$
MU3
DMAX3
DDEF
3
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'/*'& )'/*
)' 8 - '8/
)' > - '8/
'& ;*'* < /*)/'
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BEAMS WITH NO INTERMEDIATE BUC"LING RESTRAINTS- $ 2# '' +&' ,/;=*)d $ 600 '' * +&' .)@,
=> $ 150 ''
#%1?$ '' D/'*;) )4 @/* < ));/) /+/.
E $ 2%000 M*a M.9&9 < )&'/;/> < +&'G $ 2%50? M*a S,)' .9&9
?.2 $ $410 ;*'* '/*) %La@ E I@ % G #
B
MCR 3
MC3
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LF $ 14000 L'. F';
36721064 N''
36.721 N'
36721064 N''
36.721 N' NOT O"
FOR SIMPLY SUPPORTED DEFLECTION
L%240 $ 17.44 ''
19 ''
17.239 '' O"
MAC$
MAC$
MU$
MU$
DMA$
DDEF$
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'/*'& )'/*
< ')' 8 - '8/
< ')' > - '8/
/*'& ;*'* < /*)/'
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BEARING OF THE GLASS
GIVEN:
* $ 0.75 )N d $ 150 ''> $ 1.16 ' d1 $ 22 ''
& $ 1000 '' d2 $ 0 ''M $ *x> $ 0.87 )N.' - $ 10 ''
$ 0462 M@'
$ -0461 M@'
$ 6 Ma O" '
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$ /0.31 Ma
$ 62.82 ''
$ 65.18 ''
$ 118.27 ''
$ $ 2.00
F@ $ 275 Ma$ $ 6.88 )N.' O" 'e &o--o'
Ma F@x&x-2%4
211 )(
6
)( ddb
M
ddb
plower
=
upperlower
lowerlower
ddY
+
=
)( 1
3)( 2
upper
arm
YtddLever =
lowerYddYupper = )( 1
arm
upperupperLever
xbYMplate
26.1
=
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)N.'
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!& $
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eJ?>-
o $ 50 ' eara-Jo dJ-ae &e-,ee &JdJ?- or o 2
- or
eJ?>- or o P 6
>H
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o O"J
o o 6
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PROPERTIES OF TRANSOM
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LOADINGS:AJed Jd Load $ 1.83 )*a
AJed ?a or a- e--J? &o) * $ deJ-@ x Ko'e o ?
* $ 25 )N% ' x ear 4:O" SAFE
FLEXURAL OF MINOR AXIS
AJed ?a or a- e--J? &o) * $ deJ-@ x Ko'e o ?
* $ 25 )N% ' x ear a-
$ 1.2 x *
a-$
UJ? ae 4.5.3.2 o "!8118/1H1991 -o o'-e or ao,a
a$ >ear -re?-> o a'J' x ee-JKe >ear area % 'a
a1
$*K M*a x 0.8 x 2 '&er o ,e& x de-> x ->J)e %
a$
a-% a $
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a 472.5 ''
M $* x aM 0.32 )N.'
0.39 )N.'
A er ae 4.5.4 o "!81181H1991 'o'e- ,J-> o, >ear 'a-ored 'o'e- reJ-ae J ae-ed &@ a oJJde- >ear ore.
1.66 )N.' 4:O" SAFE
SHEAR OF MAKOR AXIS
.A. $ 1.73 -rJ&-ar@ area o -rao'
AJed Jd Load $ 2.7 )*a
2.80 )N
27.1066666667 )N
0.10 )N o, >ear 4:O" SAFE
FLEXURAL OF MAKOR AXIS
IF TRIANGULAR LOA
,))
1.63 )N
0.62 )N.'
,>ere
or L x 1%2 x L
1.53 )N
Fro' ->e S?re a&oKe ->e 'ax. aJed 'o'e- Ma-
$ 1.2 x M
Ma- $
>ereore ao,a&e 'o'e- Ma$ &edJ? -re?-> x ea-J '
Ma$ *o x Q@ %1.2 'a-erJa a-or
M'&&3
a-$ 1.2 x -Jo ,Jd rere x ,Jd -rJ&-ar@ area%2'2
a-$
UJ? ae 4.5.3.2 o "!8118/1H1991 -o o'-e or ao,a&e
a
$ >ear -re?-> o a'J' x ee-JKe >ear area % 'a-erJ
a1$*K M*a x 0.8 x 2 '&er o ,e& x de-> x ->J)e % 1.2
V'&&3
a-% a $
Ma-RIAGULAR$ 1.2 x RIAGULAR L % 6
RIAGULAR$ L x L x L%2
RIAGULAR
$
Ma-RIAGULAR$
Ma-RA*$ 1.2 x RA* L % T7
RA* $ L x 1%2 x L L /
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0.50 )N.'
1411 =N4A er ae 4.5.4 o "!81181H1991 'o'e- ,J-> o, >ear 'a
->a- ->e a-ored 'o'e- reJ-ae J ae-ed &@ a oJJde- >
3.3234493333 =N4 O" SAFE
DEFLECTION
,>ere
1.63 )N
1.50 ''
,>ere
1.53 )N
1.25
245
7.56 O !AFE
C/*). S)
045 1 O" SAFE
Ma-RA*
$
Ma-$ Ma-RIAGULAR Ma-RA*M';3
>ereore ao,a&e 'o'e- Ma$ &edJ? -re?-> x ea-J '
Ma$ *o M*a x Qx '' e-Jo 'od %1.2 'a-erJa a-or
M'&&3
';TRIAGULAR3 WTRIAGULAR X L ($0 8 E 8 I
RIAGULAR$
a-RIAGULAR$;TRAP3 WTRAP L ($466# 8 E 8 I
RA*a-RA*$
a-$ a-RIAGULAR a-RA*a-$
A er -a&e 3.4 o "!81181H1991 ao,a&e dee-Jo a$L%25
a$ a%250
'&&3
Ma- MJor% Ma Ma- 'a;or%Ma V 140
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'
'
''' ?a ->J)e
'' D2$ 107 '''' -3 $ 2 ''
'' -4 $ 2 ''
e-Jo 'od W'Jor axJ
e-Jo 'od W'a;or axJ
@Jed -re?-> o A'J'
>ear -re?-> o A'J'
'od o ea-JJ-@ o -rao'
-rJ&-ar@ area o -rao'
''3
''3
''4
N%''2
N%''2
N%''2
''2
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% 2 e--J? &o)
% 2 e--J? &o)
&e >ear aerJa a-or
1.2 a-or
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a'ed
ear ore.
d%'a-er a-or
0
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279/285
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