Upload
adrian-matei
View
238
Download
1
Embed Size (px)
Citation preview
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
1/112
NIVEL 1 NIVEL 2
355.6x16 355.6x16
Suplete 22.2 Clasa I Suplete 22.2
A= 171 A= 171
= 12.!1 "# = 12.!1
l= 556 "# l= 556$= %6.3 &12! $= %6.3
!.%' !.%'
(= !.652 (= !.652
)= !.'26 )= !.'26
N*+,= 33-%.5 N N*+,= 33-%.5
Ne,= 2313.%% N Ne,= 2-%%.56
C/e0.utl !.6-% C/e0.utl !.-%!
1.3Ne,= 3!!7.%7 N 1.3Ne,= 36'7.'3N+,= %!1-.5! N N+,= %!1-.5!
N#*= 3!!7.%7 N N#*= 36'7.'3
*= %!!.!! ## *= %!!.!!
31.'' ## 3'.3%
t= 35 ## t= %!
16.! ## 16.!
a= 1!.! ## a= 1!
4R,= 2.!- N## 4R,= 2.!-
8s= % "/+,/a8e 8s= %
ls"9 361.7% ## ls"9 %%%.7'ls9 3-1.7% ## ls9 %6%.7'
ls= 3-5 ## ls= %65
"#2
$= $=
t9 t9
a& a&
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
2/112
DIMENSIONARE CONTRAVANTUIRI
NIVEL 3 NIVEL %
323.'x16 323.'x16
Clasa I Suplete 2!.2 Clasa I Suplete 2!.2 Clasa I
A= 155 A= 155
"# = 1!.-' "# = 1!.-' "#
"# l= 556 "# l= 556 "#&12! $= 51.1 &12! $= 51.1 &12!
!.5% !.5%
(= !.6-% (= !.6-%
)= !.'1! )= !.'1!
N N*+,= 3!13.- N N*+,= 3!13.- N
N Ne,= 2%35.62 N Ne,= 2175.% N
C/e0.utl !.-!- C/e0.utl !.722
CALCULUL RINDERILOR LA NODURI RIN SUDURA A CONTRAVANTUIRILO
N 1.3Ne,= 3166.31 N 1.3Ne,= 2-27.'' NN N+,= 36%2.5! N N+,= 36%2.5! N
N N#*= 3166.31 N N#*= 2-27.'' N
## *= 365.!! ## *= 365.!! ##
## 36.'1 ## 32.'7 ##
## t= %! ## t= 35 ##
## 16.! ## 16.! ##
## a= 1! ## a= 1! ##
N## 4R,= 2.!- N## 4R,= 2.!- N##
"/+,/a8e 8s= % "/+,/a8e 8s= % "/+,/a8e
## ls"9 3-!.-5 ## ls"9 3%!.15 #### ls9 %!!.-5 ## ls9 36!.15 ##
## ls= %!5 ## ls= 365 ##
"#2 "#2 "#2
$= $=
t9 t9
a& a&
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
3/112
NIVEL 5 NIVEL 6
323.'x1! 323.'x1!
Suplete 32.% Clasa I Suplete 32.% Clasa I
A= '-.6 A= '-.6
= 11.1 "# = 11.1 "#
l= 556 "# l= 556 "#$= 5!.1 &12! $= 5!.1 &12!
!.533 !.533
(= !.677 (= !.677
)= !.'1% )= !.'1%
N*+,= 1'2%.%!'' N N*+,= 1'2%.% N
Ne,= 15-! N Ne,= 1!!1.%5 N
C/e0.utl !.-21 C/e0.utl !.52!
1.3Ne,= 2!5%.!! N 1.3Ne,= 13!1.-' NN+,= 2317.1! N N+,= 2317.1! N
N#*= 2!5%.!! N N#*= 13!1.-' N
*= 365.!! ## *= 365.!! ##
23.'5 ## 15.1- ##
t= 25 ## t= 2! ##
1!.! ## 1!.! ##
a= 1! ## a= 7 ##
4R,= 2.!- N## 4R,= 1.%5 N##
8s= % "/+,/a8e 8s= % "/+,/a8e
ls"9 2%7.!6 ## ls"9 223.7! ##ls9 267.!6 ## ls9 237.7! ##
ls= 27! ## ls= 2%! ##
"#2 "#2
$= $=
t9 t9
a& a&
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
4/112
NIVEL 1 NIVEL 2
323.'x12.5 %57x1!
Suplete 25.' Clasa I Suplete %5.7 Clasa I Suplete
A= 122 A= 1%! A=
= 11.!3 "# = 15.-3 "# =
l= 556 "# l= 556 "# l=$= 5!.% &12! $= 35.1 &12! $=
!.5% :2 !.37 :2
(= !.67' (= !.5-- (=
)= !.'12 )= !.'6! )=
N*+,= 237-.2 N N*+,= 2-6'.- N N*+,=
Ne,= 22!'.3- N Ne,= 26'2.62 N Ne,=
C/e0.utl !.'2' C/e0.utl !.'3- C/e0.utl
"#2 "#2
$= $= $=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
5/112
DIMENSIONARE CONTRAVANTUIRI TRAVEE
NIVEL 3 NIVEL % NIVEL 5
23.'x12.5 355.6x1! 323.'x-
25.' Clasa I Suplete 35.6 Clasa I Suplete %!.5
122 A= 1!' A= 7'.%
11.!3 "# = 12.2 "# = 11.17
556 "# l= 556 "# l= 5565!.% &12! $= %5.6 &12! $= %'.-
!.5% :2 !.%' :2 !.53!
!.67' (= !.6%- (= !.675
!.'12 )= !.'2' )= !.'1%67'7
237-.2 N N*+,= 2162.7-3% N N*+,= 1551.5%62
23!'.-7 N Ne,= 2!62.11 N Ne,= 15!1.3-
!.'71 C/e0.utl !.'53 C/e0.utl !.'6-
"#2 "#2
$= $=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
6/112
NIVEL 6
273x6.3
Clasa I Suplete %3.3 Clasa I
A= 52.-
"# = '.%3 "#
"# l= 556 "#&12! $= 5'.! &12!
:2 !.62- :2
(= !.7%2
)= !.-7'1252
N N*+,= ''1.65325 N
N Ne,= '%3.' N
C/e0.utl !.'52
"#2 "#2
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
7/112
tea;a 1!52
5
Ne, 15!1.3- N
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
8/112
D IDERE TRAVEE
NIVEL 1 323.'x12.5 323.'x12.5
NIVEL 2 323.'?16 355.6x16
NIVEL 3 %!%.6x1! 323.'x16
NIVEL % 355.6x1! 355.6x12.5
NIVEL 5 273x12.5 323.'x1!
NIVEL 6 273x6.3 273x6.3
A
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
9/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
10/112
C/e0.utl.
!.7-!176-
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
11/112
Hot finished Circular Hollow Sections in accord
Dimensions and Properties
Des8at/8
Outs,e T@"8ess
Da#ete+
D t A Dt
## ## #
21.3x3.2 21.3 3.2 1.%3 1.-2 6.7
26.'x3.2 26.' 3.2 1.-7 2.3- -.%
33.7x3 33.7 3 2.27 2.-' 11.2
33.7x3.2 33.7 3.2 2.%1 3.!7 1!.5
33.7x3.6 33.7 3.6 2.67 3.% '.%
33.7x% 33.7 % 2.'3 3.73 -.%%2.%x3 %2.% 3 2.'1 3.71 1%.1
%2.%x3.2 %2.% 3.2 3.!' 3.'% 13.3
%2.%x3.6 %2.% 3.6 3.%% %.3' 11.-
%2.%x% %2.% % 3.7' %.-3 1!.6
%-.3x2.5 %-.3 2.5 2.-2 3.6 1'.3
%-.3x3 %-.3 3 3.35 %.27 16.1
%-.3x3.2 %-.3 3.2 3.56 %.53 15.1
%-.3x3.6 %-.3 3.6 3.'7 5.!6 13.%
%-.3x% %-.3 % %.37 5.57 12.1
%-.3x5 %-.3 5 5.3% 6.- '.76!.3x2.5 6!.3 2.5 3.56 %.5% 2%.1
6!.3x3 6!.3 3 %.2% 5.% 2!.1
6!.3x3.2 6!.3 3.2 %.51 5.7% 1-.-
6!.3x3.6 6!.3 3.6 5.!3 6.%1 16.-
6!.3x% 6!.3 % 5.55 7.!7 15.1
6!.3x5 6!.3 5 6.-2 -.6' 12.1
76.1x2.5 76.1 2.5 %.5% 5.7- 3!.%
76.1x3 76.1 3 5.%1 6.-' 25.%
76.1x3.2 76.1 3.2 5.75 7.33 23.-
76.1x3.6 76.1 3.6 6.%% -.2 21.176.1x% 76.1 % 7.11 '.!6 1'
76.1x5 76.1 5 -.77 11.2 15.2
76.1x6 76.1 6 1!.% 13.2 12.7
76.1x6.3 76.1 6.3 1!.- 13.- 12.1
--.'x2.5 --.' 2.5 5.33 6.7' 35.6
--.'x3 --.' 3 6.36 -.1 2'.6
--.'x3.2 --.' 3.2 6.76 -.62 27.-
--.'x3.6 --.' 3.6 7.57 '.65 2%.7
Mass e+#et+e
A+ea /0Se"t/8
Rat/ 0/+L/"al
u"l8
"#2
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
12/112
--.'x% --.' % -.3- 1!.7 22.2
--.'x5 --.' 5 1!.3 13.2 17.-
--.'x6 --.' 6 12.3 15.6 1%.-
--.'x6.3 --.' 6.3 12.- 16.3 1%.1
1!2x% 1!2 % '.7 12.3 16.2
1!2x5 1!2 5 12.! 15.2 25.5
1!2x6 1!2 6 1%.2 1-.1 2!.%11%.3x3 11%.3 3 -.23 1!.5 3-.1
11%.3x3.2 11%.3 3.2 -.77 11.2 35.7
11%.3x3.6 11%.3 3.6 '.-3 12.5 31.-
11%.3x% 11%.3 % 1!.' 13.' 2-.6
11%.3x5 11%.3 5 13.5 17.2 22.'
11%.3x6 11%.3 6 16 2!.% 1'.1
11%.3x6.3 11%.3 6.3 16.- 21.% 1-.1
127x% 127 % 12.1 15.5 2!.2
127x5 127 5 15.! 1'.2 31.-
127x6 127 6 17.' 22.- 25.%13'.7x3.2 13'.7 3.2 1!.- 13.7 %3.7
13'.7x3.6 13'.7 3.6 12.1 15.% 3-.-
13'.7x% 13'.7 % 13.% 17.1 3%.'
13'.7x5 13'.7 5 16.6 21.2 27.'
13'.7x6 13'.7 6 1'.- 25.2 23.3
13'.7x6.3 13'.7 6.3 2!.7 26.% 22.2
13'.7x- 13'.7 - 26 33.1 17.5
13'.7x1! 13'.7 1! 32 %!.7 1%
16-.3x3.2 16-.3 3.2 13 16.6 52.6
16-.3x3.6 16-.3 3.6 1%.6 1-.6 %6.-
16-.3x% 16-.3 % 16.2 2!.6 %2.1
16-.3x5 16-.3 5 2!.1 25.7 33.7
16-.3x6 16-.3 6 2% 3!.6 2-.1
16-.3x6.3 16-.3 6.3 25.2 32.1 26.7
16-.3x- 16-.3 - 31.6 %!.3 21
16-.3x1! 16-.3 1! 3' %'.7 16.-
16-.3x12 16-.3 12 %6.3 5-.' 1%
16-.3x12.5 16-.3 12.5 %- 61.2 13.5
1'3.7x5 1'3.7 5 23.3 2'.6 3-.7
1'3.7x6 1'3.7 6 27.- 35.% 32.3
1'3.7x6.3 1'3.7 6.3 2'.1 37.1 3!.7
1'3.7x- 1'3.7 - 36.6 %6.7 2%.2
1'3.7x1! 1'3.7 1! %5.3 57.7 1'.%
1'3.7x12 1'3.7 12 53.- 6-.5 16.1
1'3.7x12.5 1'3.7 12.5 55.' 71.2 15.5
21'.1x5 21'.1 5 26.% 33.6 %3.-
21'.1x6 21'.1 6 31.5 %!.2 36.5
21'.1x6.3 21'.1 6.3 33.1 %2.1 3%.-
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
13/112
21'.1x- 21'.1 - %1.6 53.1 27.%
21'.1x1! 21'.1 1! 51.6 65.7 21.'
21'.1x12 21'.1 12 61.3 7-.1 1-.3
21'.1x12.5 21'.1 12.5 63.7 -1.1 17.5
21'.1x16 21'.1 16 -!.1 1!2 13.7
2%%.5x5 2%%.5 5 2'.5 37.6 %-.'
2%%.5x6 2%%.5 6 35.3 %5 %!.-2%%.5x6.3 2%%.5 6.3 37 %7.1 3-.-
2%%.5x- 2%%.5 - %6.7 5'.% 3!.6
2%%.5x1! 2%%.5 1! 57.- 73.7 2%.5
2%%.5x12 2%%.5 12 6-.- -7.7 2!.%
2%%.5x12.5 2%%.5 12.5 71.5 '1.1 1'.6
2%%.5x16 2%%.5 16 '!.2 115 15.3
273x5 273 5 33 %2.1 5%.6
273x6 273 6 3'.5 5!.3 %5.5
273x6.3 273 6.3 %1.% 52.- %3.3
273x- 273 - 52.3 66.6 3%.1273x1! 273 1! 6%.' -2.6 27.3
273x12 273 12 77.2 '-.% 22.-
273x12.5 273 12.5 -!.3 1!2 21.-
273x16 273 16 1!1 12' 17.1
323.'x5 323.' 5 3'.3 5!.1 6%.-
323.'x6 323.' 6 %7 5'.' 5%
323.'x6.3 323.' 6.3 %'.3 62.' 51.%
323.'x- 323.' - 62.3 7'.% %!.5
323.'x1! 323.' 1! 77.% '-.6 32.%
323.'x12 323.' 12 '2.3 11- 27
323.'x12.5 323.' 12.5 '6 122 25.'
323.'x16 323.' 16 121 155 2!.2
355.6x6.3 355.6 6.3 5%.3 6'.1 56.%
355.6x- 355.6 - 6-.6 -7.% %%.5
355.6x1! 355.6 1! -5.2 1!' 35.6
355.6x12 355.6 12 1!2 13! 2'.6
355.6x12.5 355.6 12.5 1!6 135 2-.%
355.6x16 355.6 16 13% 171 22.2
%!6.%x6.3 %!6.% 6.3 62.2 7'.2 6%.5
%!6.%x- %!6.% - 7-.6 1!! 5!.-
%!6.%x1! %!6.% 1! '7.- 125 %!.6
%!6.%x12 %!6.% 12 117 1%' 33.'
%!6.%x12.5 %!6.% 12.5 121 155 32.5
%!6.%x16 %!6.% 16 15% 1'6 25.%
%57x6.3 %57 6.3 7! -'.2 72.5
%57x- %57 - --.6 113 57.1
%57x1! %57 1! 11! 1%! %5.7
%57x12 %57 12 132 16- 3-.1
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
14/112
%57x12.5 %57 12.5 137 175 36.6
%57x16 %57 16 17% 222 2-.6
5!-x6.3 5!- 6.3 77.' ''.3 -!.6
5!-x- 5!- - '-.6 126 63.5
5!-x1! 5!- 1! 123 156 5!.-
5!-x12 5!- 12 1%7 1-7 %2.3
5!-x12.5 5!- 12.5 153 1'5 %!.65!-x16 5!- 16 1'% 2%7 31.-
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
15/112
nce with EN 10210
T/+s/8al C/8sta8ts
I + B S C
"#
!.76- !.65 !.722 1.!6 1.5% 1.%% !.!67
1.7 !.-%6 1.27 1.-1 3.%1 2.53 !.!-5
3.%% 1.!' 2.!% 2.-% 6.-- %.!- !.1!6
3.6 1.!- 2.1% 2.'' 7.21 %.2- !.1!6
3.'1 1.!7 2.32 3.2- 7.-2 %.6% !.1!6
%.1' 1.!6 2.%' 3.55 -.3- %.'7 !.1!67.25 1.% 3.%2 %.67 1%.5 6.-% !.133
7.62 1.3' 3.5' %.'3 15.2 7.1' !.133
-.33 1.3- 3.'3 5.%% 16.7 7.-6 !.133
-.'' 1.36 %.2% 5.'2 1- -.%- !.133
'.%6 1.62 3.'2 5.25 1-.' 7.-3 !.152
11 1.61 %.55 6.17 22 '.11 !.152
11.6 1.6 %.- 6.52 23.2 '.5' !.152
12.7 1.5' 5.26 7.21 25.% 1!.5 !.152
13.- 1.57 5.7 7.-7 27.5 11.% !.152
16.2 1.5% 6.6' '.%2 32.3 13.% !.1521' 2.!5 6.3 -.36 3- 12.6 !.1-'
22.2 2.!3 7.37 '.-6 %%.% 1%.7 !.1-'
23.5 2.!2 7.7- 1!.% %6.' 15.6 !.1-'
25.' 2.!1 -.5- 11.6 51.7 17.2 !.1-'
2-.2 2 '.3% 12.7 56.3 1-.7 !.1-'
33.5 1.'6 11.1 15.3 67 22.2 !.1-'
3'.2 2.6 1!.3 13.5 7-.% 2!.6 !.23'
%6.1 2.5' 12.1 16 '2.2 2%.2 !.23'
%-.- 2.5- 12.- 17 '7.6 25.6 !.23'
5% 2.57 1%.2 1-.' 1!- 2-.% !.23'5'.1 2.55 15.5 2!.- 11- 31 !.23'
7!.' 2.52 1-.6 25.3 1%2 37.3 !.23'
-1.- 2.%' 21.5 2'.6 16% %3 !.23'
-%.- 2.%- 22.3 3!.- 17! %%.6 !.23'
63.% 3.!6 1%.3 1-.7 127 2-.5 !.27'
7%.- 3.!% 16.- 22.1 15! 33.6 !.27'
7'.2 3.!3 17.- 23.5 15- 35.6 !.27'
-7.' 3.!2 1'.- 26.2 176 3'.5 !.27'
Se"/8,M/#e8t /0
A+ea
Ra,us /0+at/8
Elast"M/,ulus
last"M/,ulus
Su+0a"eA+ea /0Se"t/8
"#4 "#3 "#3 "#4 "#3 #2/m
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
16/112
'6.3 3 21.7 2-.' 1'3 %3.3 !.27'
116 2.'7 26.2 35.2 233 52.% !.27'
135 2.'% 3!.% %1.3 27! 6!.7 !.27'
1%! 2.'3 31.5 %3.1 2-! 63.1 !.27'
1%-.1 3.5 2'.! 37.7 !.32!
17'.7 3.% 35.2 %5.- !.32!
2!'.3 3.% %1.! 53.3 !.32!163 3.'% 2-.% 37.2 325 56.' !.35'
172 3.'3 3!.2 3'.5 3%5 6!.% !.35'
1'2 3.'2 33.6 %%.1 3-% 67.2 !.35'
211 3.' 36.' %-.7 %22 73.' !.35'
257 3.-7 %5 5'.- 51% -'.' !.35'
3!! 3.-3 52.5 7!.% 6!! 1!5 !.35'
313 3.-2 5%.7 73.6 625 1!' !.35'
2'2.6 %.% %6.1 5'.' !.3''
357.1 %.3 56.2 73.1 !.3''
%1-.% %.3 65.' -5.7 !.3''32! %.-3 %5.- 5'.6 6%! '1.6 !.%3'
357 %.-1 51.1 66.7 713 1!2 !.%3'
3'3 %.- 56.2 73.7 7-6 112 !.%3'
%-1 %.77 6-.- '!.- '61 13- !.%3'
56% %.73 -!.- 1!7 112' 162 !.%3'
5-' %.72 -%.3 112 1177 16' !.%3'
72! %.66 1!3 13' 1%%1 2!6 !.%3'
-62 %.6 123 16' 172% 2%7 !.%3'
566 5.-% 67.2 -7.2 1131 13% !.52'
632 5.-2 75.1 '7.7 126% 15! !.52'
6'7 5.-1 -2.- 1!- 13'% 166 !.52'
-56 5.7- 1!2 133 1712 2!3 !.52'
1!!' 5.7% 12! 15- 2!17 2%! !.52'
1!53 5.73 125 165 21!7 25! !.52'
12'7 5.67 15% 2!6 25'5 3!- !.52'
156% 5.61 1-6 251 312- 372 !.52'
1-1! 5.5% 215 2'% 362! %3! !.52'
1-6- 5.53 222 3!% 3737 %%% !.52'
132! 6.67 136 17- 26%! 273 !.6!'
156! 6.6% 161 211 311' 322 !.6!'
163! 6.63 16- 221 326! 337 !.6!'
2!16 6.57 2!- 276 %!31 %16 !.6!'
2%%2 6.5 252 33- %--3 5!% !.6!'
2-3' 6.%% 2'3 3'7 567- 5-6 !.6!'
2'3% 6.%2 3!3 %11 5-6' 6!6 !.6!'
1'2- 7.57 176 22' 3-56 352 !.6--
22-2 7.5% 2!- 273 %56% %17 !.6--
23-6 7.53 21- 2-5 %772 %36 !.6--
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
17/112
2'6! 7.%7 27! 357 5'1' 5%! !.6--
35'- 7.% 32- %3- 71'7 657 !.6--
%2!! 7.33 3-3 515 -%!! 767 !.6--
%3%5 7.32 3'7 53% -6-' 7'3 !.6--
52'7 7.2 %-3 661 1!5'! '67 !.6--
26'' -.%7 221 2-7 53'7 %%1 !.76-
31'' -.%3 262 3%1 63'7 523 !.76-33%6 -.%2 27% 35- 66'2 5%7 !.76-
%16! -.37 3%! %%- -321 6-1 !.76-
5!73 -.3 %15 55! 1!15! -3! !.76-
5'3- -.23 %-6 6%' 11--! '72 !.76-
61%7 -.21 5!3 673 122'! 1!!6 !.76-
7533 -.1 616 -37 15!7! 1232 !.76-
37-1 '.%- 277 35' 7562 55% !.-5-
%%-7 '.%% 32' %2- -'7% 657 !.-5-
%6'6 '.%3 3%% %%- '3'2 6-- !.-5-
5-52 '.37 %2' 562 117!! -57 !.-5-715% '.31 52% 6'2 1%31! 1!%- !.-5-
-3'6 '.2% 615 -1- 167'! 123! !.-5-
-6'7 '.22 637 -%' 173'! 127% !.-5-
1!71! '.1 7-% 1!5- 21%1! 156' !.-5-
636' 11.3 3'3 5!' 127%! 7-7 1.!2
7572 11.2 %6- 6!6 151%! '35 1.!2
7'2' 11.2 %'! 636 15-6! '7' 1.!2
''1! 11.2 612 7'' 1'-2! 122% 1.!2
1216! 11.1 751 '-6 2%32! 15!1 1.!2
1%32! 11 --% 116- 2-6%! 176- 1.!2
1%-5! 11 '17 1213 2'6'! 1-33 1.!2
1-3'! 1!.' 1136 151- 367-! 2271 1.!2
1!55! 12.% 5'3 76' 21!'! 11-6 1.12
132!! 12.3 7%2 '67 26%!! 1%-5 1.12
1622! 12.2 '12 11'5 32%5! 1-25 1.12
1'1%! 12.2 1!76 1%17 3-2-! 2153 1.12
1'-5! 12.1 1117 1%72 3'7!! 2233 1.12
2%66! 12 13-7 1-%7 %'33! 277% 1.12
15-5! 1%.1 7-! 1!!' 317!! 156! 1.2-
1'-7! 1%.1 '7- 127! 3'75! 1'56 1.2-
2%%-! 1% 12!5 1572 %-'5! 2%!' 1.2-
2-'%! 1% 1%2% 1-67 57-7! 2-%- 1.2-
3!!3! 13.' 1%7- 1'%! 6!!6! 2'56 1.2-
37%5! 13.- 1-%3 2%%! 7%'!! 36-6 1.2-
2265! 15.' ''1 12-! %531! 1'-3 1.%%
2-%5! 15.' 12%5 1613 56-'! 2%'! 1.%%
35!'! 15.- 1536 1''- 7!1-! 3!71 1.%%
%156! 15.7 1-1' 2377 -311! 3637 1.%%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
18/112
%31%! 15.7 1--- 2%7! -62'! 3776 1.%%
53'6! 15.6 2361 3113 1!7'!! %723 1.%%
3125! 17.7 123! 15-6 62%'! 2%6! 1.6
3'2-! 17.7 15%6 2!!! 7-56! 3!'3 1.6
%-52! 17.6 1'1! 2%-! '7!%! 3-2! 1.6
575%! 17.5 2265 2'53 1151!! %53! 1.6
5'76! 17.5 2353 3!7! 11'5!! %7!5 1.67%'1! 17.% 2'%' 3-7% 1%'-!! 5-'- 1.6
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
19/112
DESC>IDERE TRAVEE
Ne,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
20/112
11'
'6.7
-1.5
77.'
121
11%
1!2
'1.'
7%.2
62.%
5'.6
'2.-
-2.-
7%.7
6!.2
5!.5
%-.2
3-.5
31.3
76.-
6-.%
61.7
%'.7
%1.6
3'.7
31.6
25.6
21.6
2!.-
%3
36
3%.3
27.3
22.1
1-.6
17.'
37.'
31.7
3!.2
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
21/112
2%
1'.%
16.3
15.7
12.5
33.'
2-.327
21.%
17.3
1%.5
1%
11.1
3!.3
25.3
2%.1
1'.115.%
12.'
12.5
'.-6
25.%
21.3
2!.3
16
12.'
1!.-
1!.%
-.23
1-.%
1%.6
11.7
'.-3
'.%5
7.%6
16.1
12.7
1!.2
-.57
-.2%
6.%'
1%.3
11.3
'.!7
7.5'
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
22/112
7.3
5.75
12.-
1!.1
-.1%
6.-1
6.555.15
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
23/112
,es"@,e+e DESC>IDERE TRAVEE
t+a;ee Ne,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
24/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
25/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
26/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
27/112
DESC>IDERE TRAVEE
Ne,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
28/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
29/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
30/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
31/112
DESC>IDERE TRAVEE
Ne,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
32/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
33/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
34/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
35/112
+8 "a,+u 8e
N;el Me, #ax
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
36/112
EtaG 5 1%5 3!6
LINH 6!! 6!! 55!
* talpa= 12! 155 135
t talpa= 15 15 15
@= 56! 56! 51!
t= 12 12 12@= 5'! 5'! 5%!
I= %732%6 56!!5%.75 %117'7.25
K= 16!%.22 1-'-.%' 1525.1-
" 5% 71.5 61.5
t 15 15 15
Suplete 3.6! %.77 %.1!
A= 1!32! 1137! 1!17!
DUA SC>IMARE SECTIUNI ETAS
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
37/112
D#e8s/8a+e "/8t+a;a8tut
Ve, S EA3%! 2'7
1!! 12'.65 EtaG 2 153!.6% >EA3%! 2'7
1!! 171.2 EtaG 3 155%.!% >EA3%! 2'7
1!! 1'5.1% EtaG % 155%.!% >EA3%! 2'7
1!! 23-.57 EtaG 5 16!!.-5 >EA3%! 2'7
a8tut DESC>IDERE
Ve, S EA%!!
115 EtaG 5 1137.%5 >EA36!
Ne, #ax EA5!! 1511.'1 6%7 -2-.' !.7-
3! >EA6!! 1-5-.3! 7-5 -2-.' !.'5
3! >EA55! 1511.'1 672 75%.' !.-'
%2 >EA55! 13%3.%! 5'2 75%.' !.7-
%! >EA%!! '%5.53 %!- %51.% !.'!
K 8e"
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
38/112
%' >EA36! 67-.72 3!6 %!7.! !.75
%!! 36!
1-! 16!
12 1! a+te+ l85!!
366 33! EtaG 1 l86!!
1! 1! EtaG 2 l855!3'! 35! EtaG 3 l855!
1'5223.1% 122%5%.17 EtaG % l8%!!
1!!1.1% 6''.7% EtaG 5 l836!
-5 75
12 1!
7.!- 7.5
7'-! 65!!
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
39/112
Ve+"a+e suplete
Suplete 8#a Suplete talpa
t " t asa se"tu8e
'.5 31.3 1%5 16.5 -.7-7-7-- Clasa I
'.5 31.3 1%5 16.5 -.7-7-7-- Clasa I
'.5 31.3 1%5 16.5 -.7-7-7-- Clasa I
'.5 31.3 1%5 16.5 -.7-7-7-- Clasa I
'.5 31.3 1%5 16.5 -.7-7-7-- Clasa I
'.5 31.3 1%5 16.5 -.7-7-7-- Clasa I
Me,M+,:1
N;el Me,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
40/112
5%.- -.% '2.7 !.%7%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
41/112
VERI4ICARE CONDITII 1!!
Me,M+,:1 Ne,N+,:!.15
N;el Me,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
42/112
DUA SC>IMARE SECTIUNI
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
43/112
>EA36!
Ve,V+,:!.5
e,N+,:!.1 Ve, EA5!!1'1.5 %.7 52.- !.'6' >EA6!! >EA6!!
1'!.2 3.' 52.' !.'51 >EA55! >EA55!
222.' 2.6 5!.3 1.22- >EA55! >EA55!
177.% 1.- %2.% !.7-% >EA%!!
115.7 1.6 26.- !.333 >EA36!
Ve+"a+e Me,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
44/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
45/112
V+,
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
46/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
47/112
Me, #ax
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
48/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
49/112
1 2 3 % 5 6
Denimire Dimensiuni
Tiph b r
mmHEA100 96 100 5 8 12
HEA120 114 120 5 8 12
HEA140 133 140 5.5 8.5 12
HEA160 152 160 6 9 15
HEA180 171 180 6 9.5 15
HEA200 190 200 6.5 10 18
HEA220 210 220 7 11 18
HEA240 230 240 7.5 12 21
HEA260 250 260 7.5 12.5 24
HEA280 270 280 8 13 24HEA300 290 300 8.5 14 27
HEA320 310 300 9 15.5 27
HEA340 330 300 9.5 16.5 27
HEA360 350 300 10 17.5 27
HEA400 390 300 11 19 27
HEA450 440 300 11.5 21 27
HEA500 490 300 12 23 27
HEA550 540 300 12.5 24 27
HEA600 590 300 13 25 27
HEA650 640 300 13.5 26 27
HEA700 690 300 14.5 27 27
HEA800 790 300 15 28 30
HEA900 890 300 16 30 30
HEA1000 990 300 16.5 31 30
HEB100 100 100 6 10 12
HEB120 120 120 6.5 11 12
HEB140 140 140 7 12 12
HEB160 160 160 8 13 15
HEB180 180 180 8.5 14 15
HEB200 200 200 9 15 18
HEB220 220 220 9.5 16 18
HEB240 240 240 10 17 21
HEB260 260 260 10 17.5 24
HEB280 280 280 10.5 18 24
HEB300 300 300 11 19 27
HEB320 320 300 11.5 20.5 27
HEB340 340 300 12 21.5 27
HEB360 360 300 12.5 22.5 27
ts
tf
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
50/112
HEB400 400 300 13.5 24 27
HEB450 450 300 14 26 27
HEB500 500 300 14.5 28 27
HEB550 550 300 15 29 27
HEB600 600 300 15.5 30 27
HEB650 650 300 16 31 27
HEB700 700 300 17 32 27HEB800 800 300 17.5 33 30
HEB900 900 300 18.5 35 30
HEB1000 1000 300 19 36 30
HEM100 120 106 12 20 12
HEM120 140 126 12.5 21 12
HEM140 160 146 13 22 12
HEM160 180 166 14 23 15
HEM180 200 186 14.5 24 15
HEM200 220 206 15 25 18
HEM220 240 226 15.5 26 18HEM240 270 248 18 32 21
HEM260 290 268 18 32.5 24
HEM280 310 288 18.5 33 24
HEM300 340 310 21 39 27
HEM320 359 309 21 40 27
HEM340 377 309 21 40 27
HEM360 395 308 21 40 27
HEM400 432 307 21 40 27
HEM450 478 307 21 40 27
HEM500 524 306 21 40 27
HEM550 572 306 21 40 27
HEM600 620 305 21 40 27
HEM650 668 305 21 40 27
HEM700 716 304 21 40 27
HEM800 814 303 21 40 30
HEM900 910 302 21 40 30
HEM1000 1008 302 21 40 30
ARIE I K
2>E6!! 5%! 1-%53! 66!2
2>EA6!! %52 152%7! 55%1
2>EA55! %2% 12272! %-71
2>EA5!! 3'6 '73%! %2%1
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
51/112
A I K * talpa
Denimire
Tip
2HEA100 %2%! %-3!!!! ''6!! 33.75131 1!!
2HEA120 5!6! -37!!!! 1%%5!! %!.67125 12!2HEA140 62-! 131'!!!! 21!6!! %5.-2'23 1%!
2HEA160 776! 22-6!!!! 2'6'!! 5%.275'3 16!
2HEA180 '!6! 3%35!!!! 3'7!!! 61.57%27 1-!
2HEA200 1!76! 5!3!!!!! 523!!! 6-.371'3 2!!
2HEA220 12-6! 736!!!!! 6'3!!! 75.65165 22!
2HEA240 1536! 1!53!!!!! '!6!!! -2.7'776 2%!
2HEA260 1736! 1%12!!!!! 111-!!! '!.1-67 26!
2HEA280 1'%6! 1-%3!!!!! 135!!!! '7.31757 2-!
2HEA300 226!! 2%57!!!!! 16-1!!! 1!%.267% 3!!
2HEA320 2%-!! 2''2!!!!! 1'%6!!! 1!'.-3-6 3!!2HEA340 266!! 3513!!!!! 2176!!! 11%.'2!7 3!!
2HEA360 2-6!! %!'-!!!!! 2%16!!! 11'.7!2% 3!!
2HEA400 31-!! 5363!!!!! 2--1!!! 12'.-6%5 3!!
2HEA450 356!! 731'!!!!! 3531!!! 1%3.3-%1 3!!
2HEA500 3'6!! '73%!!!!! %2%1!!! 156.7-27 3!!
2HEA550 %2%!! 12272!!!!! %-71!!! 17!.1276 3!!
2HEA600 %52!! 152%7!!!!! 55%1!!! 1-3.6636 3!!
2HEA650 %-%!! 1-6'2!!!!! 6252!!! 1'6.51'3 3!!
2HEA700 52!!! 227%-!!!!! 7!52!!! 2!'.155- 3!!
2HEA800 572!! 316!%!!!!! -523!!! 235.!56' 3!!
2HEA900 6%2!! %3565!!!!! 1!3-3!!! 26!.%'62 3!!
2HEA1000 6'%!! 567-!!!!!! 1212%!!! 2-6.!3%2 3!!
2HEB100 52!! 617!!!! 123%!! 3%.%%617 1!!
2HEB120 6-!! 11-2!!!! 1'6'!! %1.6'215 12!
2HEB140 -6!! 2!6!!!!! 2'%5!! %-.'%23 1%!
2HEB160 1!-6! 337'!!!! %22!!! 55.7-!!' 16!
2HEB180 13!6! 51'!!!!! 577!!! 63.!3'% 1-!
2HEB200 1562! 77!!!!!! 77!!!! 7!.21!'5 2!!
2HEB220 1-2!! 1!'3!!!!! ''%!!! 77.%'513 22!
2HEB240 212!! 151-!!!!! 1265!!! -%.61'!1 2%!2HEB260 236!! 2!!5!!!!! 15%5!!! '2.172%6 26!
2HEB280 262!! 25-6!!!!! 1-51!!! ''.3%'!3 2-!
2HEB300 2'-!! 3373!!!!! 2251!!! 1!6.3-'- 3!!
2HEB320 322!! %!!6!!!!! 25%6!!! 111.53'2 3!!
2HEB340 3%2!! %635!!!!! 2-!6!!! 116.%15- 3!!
2HEB360 362!! 5333!!!!! 3!76!!! 121.3756 3!!
2HEB400 3'6!! 6-5!!!!!! 36!1!!! 131.521- 3!!
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
52/112
2HEB450 %36!! '161!!!!! %331!!! 1%%.'533 3!!
2HEB500 %7-!! 11'-2!!!!! 5132!!! 15-.325% 3!!
2HEB550 5!-!! 1%'7-!!!!! 5-%2!!! 171.7!'- 3!!
2HEB600 5%!!! 1-%53!!!!! 66!2!!! 1-%.-573 3!!
2HEB650 572!! 22%5-!!!!! 7%12!!! 1'-.1%7 3!!
2HEB700 612!! 2713!!!!!! -3!3!!! 21!.5%71 3!!
2HEB800 66-!! 37%!!!!!!! ''7%!!! 236.617' 3!!2HEB900 7%2!! 5!''2!!!!! 12!3!!!! 262.1%'5 3!!
2HEB1000 -!!!! 66!'-!!!!! 13'-!!!! 2-7.%%13 3!!
2HEM100 1!6%! 153'!!!! 2653!! 3-.!31'% 1!6
2HEM120 132-! 2723!!!! %!!!!! %5.2-1'1 126
2HEM140 1612! %%3!!!!! 56-!!! 52.%227 1%6
2HEM160 1'%2! 6-6!!!!! 77-!!! 5'.%3%3% 166
2HEM180 226!! 1!!6!!!!! 1!25!!! 66.71-27 1-6
2HEM200 262!! 1%2'!!!!! 1321!!! 73.-5255 2!6
2HEM220 2'-!! 1'61!!!!! 166%!!! -1.12!51 226
2HEM240 %!!!! 32%%!!!!! 2%57!!! '!.!555% 2%-2HEM260 %%!!! %176!!!!! 2'%!!!! '7.%213 26-
2HEM280 %-!!! 5271!!!!! 3%6%!!! 1!%.7'15 2--
2HEM300 6!6!! 7-6!!!!!! %73!!!! 113.--72 31!
2HEM320 62%!! -7-%!!!!! 5!-!!!! 11-.6%62 3!'
2HEM340 632!! '6!-!!!!! 533!!!! 123.2'-5 3!'
2HEM360 63-!! 1!%3'!!!!! 557!!!! 127.'1%3 3!-
2HEM400 652!! 123%%!!!!! 6!-!!!! 137.5'55 3!7
2HEM450 67!!! 15!-%!!!!! 676!!!! 15!.!%%- 3!7
2HEM500 6--!! 1-1!5!!!!! 7%3!!!! 162.22!2 3!6
2HEM550 7!-!! 21716!!!!! -17!!!! 175.1351 3!62HEM600 72-!! 2563-!!!!! -'!!!!! 1-7.662 3!5
2HEM650 7%-!! 3!!6-!!!!! '67!!!! 2!!.%'% 3!5
2HEM700 766!! 3%-1!!!!!! 1!%%!!!! 213.1757 3!%
2HEM800 -!-!! %6123!!!!! 121!!!!! 23-.'2!3 3!3
2HEM900 -%-!! 5---5!!!!! 1376!!!! 263.51%% 3!2
2HEM1000 ---!! 7%!76!!!!! 1555!!!! 2--.-233 3!2
T!300 7%!!! 321%!!!!!! '-71!!! 2!-.%!%5 3!!
T!350 -2!!! 3756!!!!!! 1155!!!! 21%.!2!7 35!
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
53/112
7 - ' 1! 11 12 13 1%
A "
#$r$%teristi%i se%ti'n$(e
h!2%)!) *!*
+,/m %m56 21.2 16.7 349 72.8 4.06 134 26.8
74 25.3 19.9 606 106 4.89 231 38.5
92 31.4 24.7 1030 155 5.73 289 55.6
104 38.8 30.4 1670 220 6.57 616 76.9
122 45.3 35.5 2510 294 7.45 925 103
134 53.8 42.3 3690 389 8.28 1340 134
152 64.3 50.5 5410 515 9.17 1950 178
164 76.8 60.3 7760 675 10.1 2770 231
177 86.8 68.2 10450 836 11 3670 282
196 97.3 76.4 13670 1010 11.9 4760 340208 113 88.3 18260 1260 12.7 6310 421
225 124 97.6 22930 1480 13.6 6990 466
243 133 105 27690 1680 14.4 7440 496
261 143 112 33090 1890 15.2 7890 526
298 159 125 45070 2310 16.8 8560 571
344 178 140 63720 2900 18.9 9470 631
390 198 155 86970 3550 21 10370 691
438 212 166 111900 4150 23 10820 721
486 226 178 141200 4790 25 11270 751
534 242 190 175200 5470 26.9 11720 782
582 260 204 215300 6240 28.8 12180 812
674 286 224 303400 7680 32.6 12640 843
770 321 252 422100 9480 36.3 13550 903
868 347 272 553800 11190 40 14000 934
56 26 20.4 450 89.9 4.16 167 33.5
74 34 26.7 864 144 5.04 318 52.9
92 43 33.7 1510 216 5.93 550 78.5
104 54.3 42.6 2490 311 6.78 889 111
122 65.3 51.2 3830 426 7.66 1360 151
134 78.1 61.3 5700 570 8.54 2000 200
152 91 71.5 8090 736 9.43 2840 258
164 106 83.2 11260 938 10.3 3920 327
177 118 93 14920 1150 11.2 5130 395
196 131 103 19270 1380 12.1 6590 471
208 149 117 25170 1680 13 8560 571
225 161 127 30820 1930 13.8 9240 616
243 171 134 36660 2160 14.6 9690 646
261 181 142 43190 2400 15.5 10140 676
-)
)
i)
-*
*
%m2 %m4 %m3 %m4 %m3
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
54/112
298 198 155 57680 2880 17.1 10820 721
344 218 171 79890 3550 19.1 11720 781
390 239 187 107200 4290 21.2 12620 842
438 254 199 136700 4970 23.2 13080 872
486 270 212 171000 5700 25.2 13530 902
534 286 225 210600 6480 27.1 13980 932
582 306 241 256900 7340 29 14400 963674 334 262 359100 8980 32.8 14900 994
770 371 291 494100 10980 36.5 15820 1050
868 400 314 644700 12890 40.1 16280 1090
56 53.2 41.8 1140 190 4.63 399 75.3
74 66.4 52.1 2020 288 5.51 703 112
92 80.6 63.2 3290 411 6.39 1140 157
104 97.1 76.2 5100 566 7.25 1760 212
122 113 88.9 7480 748 8.13 2580 277
134 131 103 10640 967 9 3650 354
152 149 117 14600 1220 9.89 5010 444164 200 157 24290 1800 11 8150 657
177 220 172 31310 2160 11.9 10450 780
196 240 189 39550 2550 12.8 13160 914
208 303 238 59200 3480 14 19400 1250
225 312 245 68130 3800 14.8 19710 1280
243 316 248 76370 4050 15.6 19710 1280
261 319 250 84870 4300 16.3 19520 1270
298 326 256 104100 4820 17.9 19340 1260
344 335 263 131500 5500 19.8 19340 1260
390 344 270 161900 6180 21.7 19150 1250
438 354 278 198000 6920 23.6 19160 1250
486 364 285 237400 7660 25.6 18980 1240
534 374 293 281700 8430 27.5 18980 1240
582 383 301 329300 9200 29.3 18800 1240
674 404 317 442600 10870 33.1 18630 1230
770 424 333 570400 12540 36.7 18450 1220
868 444 349 722300 14330 40.3 18460 1220
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
55/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
56/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
57/112
15 16 17 1- 1' 2! 21 22
%m %m mm mm mm +m +2.51 8.4 13 56 ! 83 19.9 510
3.02 10.1 17 66 ! 119 28.7 608
3.52 11.9 21 76 ! 173 41.6 754
3.98 13.6 23 86 ! 245 58.8 931
4.52 15.5 25 100 ! 325 78 1086
4.98 17.2 25 110 ! 429 103 1292
5.51 19 25 120 ! 568 136 1544
6 20.9 25 94 35 745 179 1844
6.5 22.7 25 100 40 920 221 2084
7 24.6 25 110 45 1112 226 23347.49 26.4 28 120 45 1383 332 2701
7.49 28.2 28 120 45 1628 391 2985
7.46 29.9 28 120 45 1850 444 3203
7.43 31.7 28 120 45 2088 501 3426
7.34 35.2 28 120 45 2562 615 3815
7.29 39.6 28 120 45 3216 772 4273
7.24 44.1 28 120 45 3949 948 4741
7.15 48.4 28 120 45 4622 1109 5082
7.05 52.8 28 120 45 5350 1284 5435
6.97 57.1 28 120 45 6136 1473 5799
6.84 61.2 28 120 45 7032 1688 6251
6.65 69.8 28 130 40 8699 2088 6860
6.5 78.1 28 130 40 10811 2595 7693
6.35 86.4 28 130 40 12824 3078 8324
2.53 8.63 13 56 ! 104 25 625
3.06 10.5 17 66 ! 165 39.7 816
3.58 12.3 21 76 ! 245 58.9 1031
4.05 14.1 23 86 ! 354 85 1302
4.57 15.9 25 100 ! 481 116 1566
5.07 17.7 25 110 ! 643 154 1874
5.59 19.6 25 120 ! 827 198 2185
6.08 21.4 25 96 35 1053 253 2544
6.58 23.3 25 106 40 1283 308 2843
7.09 25.1 25 110 45 1534 368 3153
7.58 26.9 28 120 45 1869 448 3578
7.57 28.7 28 120 45 2149 516 3872
7.53 30.4 28 120 45 2408 578 4102
7.49 32.2 28 120 45 2683 644 4335
s)
"$urire %'nf. D- 997 e. '%t.1970
p() M
p()
p(
i*
1
1
2
3
%m3
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
58/112
7.4 35.7 28 120 45 3232 776 4747
7.33 40.1 28 120 45 3982 956 5231
7.27 44.5 28 120 45 4815 1155 5727
7.17 48.9 28 120 45 5591 1342 6097
7.08 53.2 28 120 45 6425 1542 6479
6.99 57.5 28 120 45 7320 1757 6872
6.87 61.7 28 126 45 8327 1999 73536.68 70.2 28 130 40 10229 2454 8020
6.53 78.5 28 130 40 12584 3020 8911
6.38 86.8 28 130 40 14855 3565 9601
2.74 9.69 13 60 ! 236 56.6 1278
3.25 11.5 17 68 ! 351 84.1 1594
3.77 13.3 21 76 ! 494 119 1933
4.26 15.1 23 86 ! 675 162 2329
4.77 16.9 25 100 ! 883 212 2718
5.27 18.7 25 110 ! 1135 272 3151
5.79 20.6 25 120 ! 1419 341 35876.39 22.9 25 100 35 2117 508 4790
6.9 24.8 25 110 40 2524 606 5271
7.4 26.7 25 116 45 2966 712 5764
8 29 25 120 50 4078 979 7274
7.95 30.7 28 126 47 4435 1064 7489
7.9 32.4 28 126 47 4718 1132 7580
7.83 34 28 126 47 4989 1197 7651
7.7 37.4 28 126 47 5571 1337 7819
7.59 41.5 28 126 47 6331 1519 8051
7.46 45.7 28 130 45 7094 1703 8263
7.35 49.9 28 130 45 7933 1904 8505
7.22 54.1 28 130 45 8772 2105 8728
7.13 58.3 28 130 45 9657 2318 8970
7.01 62.5 28 130 42 10539 2529 9192
6.79 70.9 28 132 42 12488 2997 9702
6.6 79 28 132 42 14442 3466 10167
6.45 87.2 28 132 42 16568 3976 10661
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
59/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
60/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
61/112
23 2% 25 26 27 2-
+ %m61 41.1 41.5 5.26 2581 2.65
73.4 58.9 59.7 6.02 6472 3.21
94.9 84.8 86.7 8.16 15060 3.75
119 118 123 12.3 31410 4.26
134 157 162 14.9 60210 4.82
162 204 215 21.1 108000 5.32
193 271 284 28.6 193300 5.88
227 352 372 41.7 328500 6.4
247 430 460 52.6 516400 6.91
285 518 556 62.4 785400 7.46325 641 692 85.6 1200000 7.97
367 710 814 108 1512000 7.99
413 756 925 128 1824000 7.99
461 802 1044 149 2177000 7.98
565 873 1281 190 2942000 7.94
668 966 1608 245 4146000 7.93
777 1059 1974 310 5643000 7.91
894 1107 2311 353 7189000 7.86
1018 1156 2675 399 8978000 7.82
1149 1205 3068 450 11027000 7.771332 1257 3516 515 13352000 7.7
1584 1312 4350 599 18290000 7.58
1907 1414 5406 739 24962000 7.49
2193 1470 6412 825 32074000 7.41
74.8 51.4 52.1 9.29 3375 2.63
98.2 81 82.6 13.9 9410 3.24
124 120 123 20.1 22480 3.8
163 170 177 31.4 47940 4.31
196 231 241 42.3 93750 4.87
231 306 321 59.5 171100 5.33
269 394 414 76.8 295400 5.95
309 498 527 103 486900 6.47
336 602 641 124 753700 6.99
381 718 767 144 1130000 7.54
428 870 934 186 1688000 8.06
477 939 1075 226 2069000 8.06
530 986 1204 258 2454000 8.05
585 1032 1341 293 2883000 8.03
p(*
p(*
)
-T
#-
i*,
%m3 %m3 %m4 %m6
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
62/112
703 1104 1616 357 3817000 7.99
823 1198 1991 442 5258000 7.97
948 1292 2407 540 7018000 7.94
1083 1341 2795 602 8856000 7.89
1224 1391 2313 669 10965000 7.84
1372 1441 3660 741 13363000 7.8
1574 1495 4164 833 16064000 7.731860 1553 5114 949 21840000 7.61
2217 1658 6292 1140 29461000 7.52
2538 1716 7428 1260 37637000 7.43
166 116 118 68.5 9925 2.9
206 172 175 92 24790 3.45
249 240 247 120 54330 4
305 325 337 163 108100 4.52
354 425 442 204 199300 5.08
405 543 568 260 346300 5.61
460 679 710 316 572700 6.16594 1006 1058 630 1152000 6.78
642 1192 1262 722 1728000 7.31
710 1397 1483 810 2520000 7.86
876 1913 2039 1410 4386000 8.47
928 1951 2218 1510 5004000 8.43
981 1953 2359 1510 5585000 8.41
1033 1942 2495 1510 6137000 8.36
1141 1934 2785 1520 7410000 8.29
1275 1939 3166 1530 9252000 8.23
1408 1932 3547 1540 11187000 8.151548 1937 3966 1560 13516000 8.09
1688 1930 4386 1570 15908000 8.01
1827 1936 4828 1580 18650000 7.96
1967 1929 5269 1590 21398000 7.87
2252 1930 6244 1650 27775000 7.72
2532 1929 7221 1680 34746000 7.6
2817 1940 8284 1710 43015000 7.5
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
63/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
64/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
65/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
66/112
12= 367%7-.-73
21= !
22= !
1= !.-6-523!1
2= !
l0= 6.25276%-%
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 1 L +8,a 3.55
2= 1213763.16
"= 1213763.16
1' 1= 5'-631.57' 1-
11= !
12= 5'661'.71-
21= !
22= 367%7-.-73
1= !.75233-672= !.-6-523!1
l0= '.511!%'75
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 2 L +8,a 3.55
2= 1213763.16
"= 5'-631.57'
1= %'1-'%.737
1- 11= !12= %72-16.'!1
21= !
22= 5'661'.71-
1= !.6'756!%
2= !.75233-67
l0= 7.76%'%26-
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 3 L +8,a 3.552= 5'-631.57'
"= %'1-'%.737
1= %!1236.-%2
1- 11= !
12= %72-16.'!1
21= !
22= %72-16.'!1
1= !.653-5%51
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
67/112
2= !.6'756!%
l0= 7.1151!76-
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 4 L +8,a 3.55
2= %'1-'%.737"= %!1236.-%2
1= 322'%7.36-
15 11= !
12= 1'!%36.62
21= !
22= %72-16.'!1
1= !.7'17-626
2= !.653-5%51
l0= 7.7'6%753'
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 5 L +8,a 3.55
2= %!1236.-%2
"= 322'%7.36-
1= !
1% 11= !
12= 13'-16.'!1
21= !
22= 1'!%36.621= !.6'7-65-2
2= !.7'17-626
l0= -.1!316365
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
68/112
STAL COV STAL NECOV STAL INTERIMe, 3F3 Me, 2F2 Ne, Me, 3F3 Me, 2F2 Ne, Me, 3F3
-27 --2.5 2'%6 '36.%' -61.2 %-63.5 '6!
1!'.5 151 2%5% 1'5.7 126.76 %!51 2%2.2
12! 1'' 1'6% 257.5 236 32%3 311.%
6%.% 123.6 1%73 1'!.55 2!2.5 2%36 232.%
7! 1%'.5 '-1 22' 266.3 1631 275.7
''.2 1-- %'1 2'3.5 261.5 -27 2-3.%
e,N+,PMe,M+,PMe,M+,:1
$E= 76.325365
Lungime de amabaj
Lu8#e ,e Qa#a*aG ? @etaG 3.-
parter L +8,a %.!55
2= !
"= 1213763 $=
1= 1213763
11= 321713.'3 (=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
69/112
12= ! )=
21= !
22= !
1= !.--2'-!- $LT=
2= ! (LT=
l0= 6.363567% )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 1 L +8,a %.!55
2= 1213763
"= 1213763 $=
1= 5'-631.5-
11= 52231-.13 (=
12= ! )=
21= 321713.'3
22= !
1= !.7762-16 $LT=2= !.--2'-!- (LT=
l0= 1!.!%%5!% )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 2 L +8,a %.!55
2= 1213763
"= 5'-631.5- $=
1= %'1-'%.7%
11= %13'33.%2 (=12= ! )=
21= 52231-.13
22= !
1= !.72%-62% $LT=
2= !.7762-16 (LT=
l0= -.17217-% )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 3 L +8,a %.!552= 5'-631.5-
"= %'1-'%.7% $=
1= %!1236.-%
11= %13'33.%2 (=
12= ! )=
21= %13'33.%2
22= !
1= !.6-331!- $LT=
$=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
70/112
2= !.72%-62% (LT=
l0= 7.%6716%2 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 4 L +8,a %.!55
2= %'1-'%.7%"= %!1236.-% $=
1= 322'%7.37
11= 16672!.1 (=
12= ! )=
21= %13'33.%2
22= !
1= !.-12-6%2 $LT=
2= !.6-331!- (LT=
l0= -.1'56156 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 5 L +8,a %.!55
2= %!1236.-%
"= 322'%7.37 $=
1= !
11= 122%!%.%% (=
12= ! )=
21= 16672!.1
22= !1= ! $LT=
2= !.-12-6%2 (LT=
l0= 5.--!36!2 )LT=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
71/112
RMe, 2F2
-65
'!.7%
2!-.7
153.1
1'1.6
2!!.5
26.17!'21 $= 26.63%6-% = 1.!%123%1
!.3%2--63 !.3%-'62% = 1.!2-327-
!.5-3!762 (= !.5-6211 = !.616''67
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
72/112
!.'%-15-1 )= !.'%5-5-- = !.'%-'62%
!.616''67
Ve+"a+e !.6-16517
%3.5%6!21 !.57!5315 !.7%21776
!.7257%3%
!.-515757
3'.-!-%5- $= %2.!%123 = 1.!6'6%32
!.5215626 !.55!-16 = 1.11!3516
!.6'!67'% (= !.711337- = !.732-321
!.-7%53-5 )= !.-6!''!- = 1.15!-16
Ve+"a+e !.3!16556
%3.5%6!21 !.57!5315 !.32%%'27!.7257%3%
!.6--'%-7
37.12515- $= 3'.!722!3 = 1.!656%''
!.%-6%!66 !.511'16% = 1.!'-3'-5
!.666'-%- (= !.6-%!55 = !.72%'%3!.-'!1-7% )= !.-7--''1 = 1.111'16%
Ve+"a+e !.3%!%27'
%3.'-1%-1 !.576236- !.3%65752
!.72''-%7
!.6-%'%5'
36.2!56%% $= 37.''71!% = 1.!363-!7
!.%7%35'3 !.%'7-3!6 = 1.!53!71-
!.65'1%'% (= !.67%5%-' = !.6'5!27%
!.-'5%!!% )= !.--5175 = 1.!'7-3!6
Ve+"a+e !.1'6'%11
%3.'-1%-1 !.576236- !.216'1%'
$LT=
$=
$LT=
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
73/112
!.72''-%7
!.6-%'%5'
%2.%%'76' $= %%.622'-3 = 1.!1-%371
!.55616-6 !.5-%6%16 = 1.!2''%'2
!.71521!% (= !.7362'2 = !.67'7665
!.-5-%57- )= !.-%%6'21 = !.''5-''
Ve+"a+e !.1315%3-
%3.'-1%-1 !.576236- !.1%-5-26
!.72''-%7
!.6-%'%5'
%7.62''21 $= 3%.56%%13 = 1.!!5-!'%
!.62%!37' !.%52-562 = 1.!!3-1'2
!.7667'-1 (= !.6%552%' = !.66252!7
!.-2%-1%1 )= !.'!%5266 = 1.!52-562
Ve+"a+e !.2116'67%3.'-1%-1 !.576236- !.2152176
!.72''-%7
!.6-%'%5'
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
74/112
: 1.23!-6%
: 1.%!%''%1
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
75/112
: !.'-65%!2
: 1.173261'
: 1.3!7'7'3
: !.'-3-%3-
: 1.1-33755
: 1.325!2--
: !.'-%1536
: 1.1!6!-21
: 1.1-77--1
: !.''1!'65
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
76/112
: 1.!%1%12
: 1.!73652
1
: 1.!1!'6!2
: 1.!17%'
: !.'''2%57
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
77/112
STAL COVNe, Me, 3F3 Me, 2F2 Ne,
aRte+ 6--7 -27 --2.5 7135
Et1 %'53 1!'.5 151 %'3'
Et2 3361.3 12! 1'' 3113
Et3 1'2-.7 6%.% 123.6 16-6
Et% -17 7! 1%'.5 5-'.3
Et5 31- ''.2 1-- 1%!.57
ARTER 7! Ve+"a+e +este8ta
ET 1 7!
ET 2 21
ET 3 2!
ET % 1'
ET 5 1-
STAL CV
STAL CV
N+, M+, Ve+"a+e
aRte+ 26!76.% 3'!5 !.7!1--1 2>EM-!!
Et1 26!76.% 3'!5 !.2566515 2>EM-!!
Et2 167-1.- 2275.-727 !.3%!%6!2 2>EA7!!
Et3 1562!.! 2!17.6'!' !.2166521 2>EA65!
Et% 1%5-7.3 17--.231- !.17-75%7 2>EA6!!
Et5 136-3.6 1572.!!%5 !.2!5'361 2>EA55!
Lungime de amabaj Y
Lu8#e ,e Qa#a*aG @etaG 3.-
parter L +8,a 3.55
2= !
"= 1213763.16
17 1= 1213763.16 17
11= ! 1%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
78/112
12= 367%7-.-73
21= !
22= !
1= !.-6-523!1
2= !
l0= 6.25276%-%
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 1 L +8,a 3.55
2= 1213763.16
"= 1213763.16
1' 1= 5'-631.57' 1'
11= ! 1%
12= 5'661'.71-
21= !
22= 367%7-.-73
1= !.75233-672= !.-6-523!1
l0= '.511!%'75
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 2 L +8,a 3.55
2= 1213763.16
"= 5'-631.57'
1= %'1-'%.737
1- 11= ! 1-12= %72-16.'!1 1%
21= !
22= 5'661'.71-
1= !.6'756!%
2= !.75233-67
l0= 7.76%'%26-
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 3 L +8,a 3.552= 5'-631.57'
"= %'1-'%.737
1= %!1236.-%2
1- 11= !
12= %72-16.'!1 1-
21= ! 1%
22= %72-16.'!1
1= !.653-5%51
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
79/112
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
80/112
STAL COLT STAL NECOV STAL INTERIMe, 3F3 Me, 2F2 Ne, Me, 3F3 Me, 2F2 Ne, Me, 3F3
7'3.2 -55.1 2'%6 '36.%' -61.2 %-63.5 '6!
13-.3 16!.35 2%5% 1'5.7 126.76 %!51 2%2.2
11%.2 72.3 1'6% 257.5 236 32%3 311.%
%-.23 6%.- 1%73 1'!.55 2!2.5 2%36 232.%
56 6-.3 '-1 22' 266.3 1631 275.7
15!.2- '% %'1 2'3.5 261.5 -27 2-3.%
Ne,N+,PMe,M+,PMe,M+,:1
$E= 76.325365
Lungime de amabaj
Lu8#e ,e Qa#a*aG ? @etaG 3.-
parter L +8,a '
2= ! L +8,a 2 %.!55
"= 1213763.16 $=
1= 1213763.16
11= 5515! (=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
81/112
12= 321713.'33 )=
21= !
22= !
1= !.-65616%% $LT=
2= ! (LT=
l0= 6.23127!2 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 1 L +8,a %.!55
2= 1213763.16 L +8,a 2 '
"= 1213763.16 $=
1= 5'-631.57'
11= 5515! (=
12= 52231-.126 )=
21= 5515!
22= 321713.'33
1= !.75-36767 $LT=2= !.-65616%% (LT=
l0= '.5371773 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 2 L +8,a %.!55
2= 1213763.16 L +8,a 2 '
"= 5'-631.57' $=
1= %'1-'%.737
11= 5515! (=12= %13'33.%16 )=
21= 5515!
22= 52231-.126
1= !.6''23!26 $LT=
2= !.75-36767 (LT=
l0= 7.-2%7!113 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 3 L +8,a %.!552= 5'-631.57' L +8,a 2 '
"= %'1-'%.737 $=
1= %!1236.-%2
11= 5515! (=
12= %13'33.%16 )=
21= 5515!
22= %13'33.%16
1= !.6556%656 $LT=
$=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
82/112
2= !.6''23!26 (LT=
l0= 7.135267%7 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 4 L +8,a %.!55
2= %'1-'%.737 L +8,a 2 '"= %!1236.-%2 $=
1= 322'%7.36-
11= 5515! (=
12= 16672!.!'' )=
21= 5515!
22= %13'33.%16
1= !.765%7-%- $LT=
2= !.6556%656 (LT=
l0= 7.5'2!65'1 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 5 L +8,a %.!55
2= %!1236.-%2 L +8,a 2 '
"= 322'%7.36- $=
1= !
11= 5515! (=
12= 5515! )=
21= 5515!
22= 16672!.!''1= ! $LT=
2= !.765%7-%- (LT=
l0= 5.616'32' )LT=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
83/112
RMe, 2F2
-65
'!.7%
2!-.7
153.1
1'1.6
2!!.5
26.17!'21 $= 26.!-!'55 = 1.!3'-!!'
!.3%2--63 !.3%17!76 = 1.!2322%3
!.5-3!762 (= !.5-2%723 = !.613'3%6
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
84/112
!.'%-15-1 )= !.'%-6!2' = !.'%17!76
Ve+"a+e !.6-%5121
%3.5%6!21 !.57!5315 !.7%5!2-7
!.7257%3%
!.-515757
3'.-!-%5- $= 3'.'17-15 = 1.!766!75
!.5215626 !.522''5% = 1.1!633
!.6'!67'% (= !.6'16713 = !.73!177-
!.-7%53-5 )= !.-73--63 = 1.122''5%
Ve+"a+e !.31-%%26
%3.5%6!21 !.57!5315 !.33-%5!2!.562''!3
!.---11%7
37.12515- $= 37.%1!-71 = 1.!656%''
!.%-6%!66 !.%'!1%'' = 1.!-73325
!.666'-%- (= !.66'%%' = !.71763'%!.-'!1-7% )= !.---5525 = 1.!'!1%''
Ve+"a+e !.32!6%15
%3.'-1%-1 !.576236- !.3322!%5
!.563'6!3
!.--65-73
36.2!56%% $= 36.3!-22- = 1.!363-!7
!.%7%35'3 !.%757!33 = 1.!%66275
!.65'1%'% (= !.66!!16% = !.6'!77%2
!.-'5%!!% )= !.-'%-225 = 1.!757!33
Ve+"a+e !.1-77%23
%3.'-1%-1 !.576236- !.2!2'-57
$LT=
$=
$LT=
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
85/112
!.563'6!3
!.--65-73
%2.%%'76' $= %1.336-13 = 1.!1-%371
!.55616-6 !.5%15-6- = 1.!2%-132
!.71521!% (= !.7!%727' = !.6763767
!.-5-%57- )= !.-6531-5 = !.''62'16
Ve+"a+e !.11'7523
%3.'-1%-1 !.576236- !.13%%551
!.563'6!3
!.--65-73
33.-%%'36 $= 33.!16!!3 = 1.!!3!2-
!.%%3%2'7 !.%3256'2 = 1.!!32-1-
!.63'6'- (= !.633!'%- = !.662166
!.'!-%5-3 )= !.'12'3-% = 1.!3256'2
Ve+"a+e !.17%'61-%3.'-1%-1 !.576236- !.1'2!7-%
!.563'6!3
!.--65-73
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
86/112
: 1.222-3'6
: 1.3-'7-6%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
87/112
: !.'-7315
: 1.1'!5--1
: 1.33377-
: !.'-337%-
: 1.1-33755
: 1.321%'76
: !.'-%''22
: 1.1!6!-21
: 1.1-57635
: !.''15-%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
88/112
: 1.!%1%12
: 1.!71-'6%
1
: 1.!!''51
: 1.!1732-'
: !.'''2-61
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
89/112
STAL NECOVNe, Me, 3F3 Me, 2F2 Ne,
aRte+ 2'%6 '36.%' -61.2 7135
Et1 2%5% 1'5.7 126.76 %'3'
Et2 1'6% 257.5 236 3113
Et3 1%73 1'!.55 2!2.5 16-6
Et% '-1 22' 266.3 5-'.3
Et5 %'1 2'3.5 261.5 1%!.57
ARTER 7! Ve+"a+e +este8ta
ET 1 7!
ET 2 21
ET 3 2!
ET % 1'
ET 5 1-
STAL NECOV
STAL NECOV
N+, M+, Ve+"a+e
aRte+ 26!76.% 3'!5 !.573331- 2>EM-!!
Et1 26!76.% 3'!5 !.1766-%% 2>EM-!!
Et2 167-1.- 2275.-727 !.333-713 2>EA7!!
Et3 1562!.! 2!17.6'!' !.2-'1!%1 2>EA65!
Et% 1%5-7.3 17--.231- !.3%%227' 2>EA6!!
Et5 136-3.6 1572.!!%5 !.3--'3%7 2>EA55!
Lungime de amabaj Y
Lu8#e ,e Qa#a*aG @etaG 3.-
parter L +8,a -
2= !
"= 1213763.16
1% 1= 1213763.16
11= ! 1%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
90/112
12= 62!%3.75
21= !
22= !
1= !.'75!7-53
2= !
l0= 7.26'-'22'
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 1 L +8,a -
2= 1213763.16
"= 1213763.16
1% 1= 5'-631.57'
11= ! 1%
12= 62!%3.75
21= !
22= 62!%3.75
1= !.'66'!!!'2= !.'75!7-53
l0= 2%.3'!66!5
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 2 L +8,a -
2= 1213763.16
"= 5'-631.57'
1= %'1-'%.737
1% 11= !12= 62!%3.75 1%
21= !
22= 62!%3.75
1= !.'%616'22
2= !.'66'!!!'
l0= 1'.'2'!%-
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 3 L +8,a -2= 5'-631.57'
"= %'1-'%.737
1= %!1236.-%2
1% 11= !
12= 62!%3.75 1-
21= ! 1%
22= 62!%3.75
1= !.'35!%%65
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
91/112
2= !.'%616'22
l0= 17.!!2137-
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 4 L +8,a -
2= %'1-'%.737"= %!1236.-%2
1= 322'%7.36-
1% 11= !
12= 62!%3.75 1%
21= !
22= 62!%3.75
1= !.'21!-6-2
2= !.'35!%%65
l0= 15.%3%36%6
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 5 L +8,a -
2= %!1236.-%2
"= 322'%7.36-
1= !
1% 11= !
12= 62!%3.75 1%
21= !
22= 62!%3.751= !
2= !.'21!-6-2
l0= 6.6'!'1!!6
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
92/112
STAL COLT STAL COV STAL INTERIMe, 3F3 Me, 2F2 Ne, Me, 3F3 Me, 2F2 Ne, Me, 3F3
7'3.2 -55.1 6--7 -27 --2.5 %-63.5 '6!
13-.3 16!.35 %'53 1!'.5 151 %!51 2%2.2
11%.2 72.3 3361.3 12! 1'' 32%3 311.%
%-.23 6%.- 1'2-.7 6%.% 123.6 2%36 232.%
56 6-.3 -17 7! 1%'.5 1631 275.7
15!.2- '% 31- ''.2 1-- -27 2-3.%
Ne,N+,PMe,M+,PMe,M+,:1
$E= 76.325365
Lungime de amabaj
Lu8#e ,e Qa#a*aG ? @etaG 3.-
parter L +8,a '
2= !
"= 1213763.16 $=
1= 1213763.16
11= 5515! (=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
93/112
12= 5515! )=
21= !
22= !
1= !.'5653761 $LT=
2= ! (LT=
l0= 7.!5267-37 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 1
2= 1213763.16 L +8,a 2 '
"= 1213763.16 $=
1= 5'-631.57'
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!
1= !.'%26326 $LT=2= !.'5653761 (LT=
l0= 1-.%7376-3 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 2
2= 1213763.16 L +8,a 2 '
"= 5'-631.57' $=
1= %'1-'%.737
11= 5515! (=12= 5515! )=
21= 5515!
22= 5515!
1= !.'!-1%65- $LT=
2= !.'%26326 (LT=
l0= 15.1-5'6'' )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 32= 5'-631.57' L +8,a 2 '
"= %'1-'%.737 $=
1= %!1236.-%2
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!
1= !.-'!!7721 $LT=
$=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
94/112
2= !.'!-1%65- (LT=
l0= 13.!!1-%12 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 4
2= %'1-'%.737 L +8,a 2 '"= %!1236.-%2 $=
1= 322'%7.36-
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!
1= !.-67-225% $LT=
2= !.-'!!7721 (LT=
l0= 11.-5!'676 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 5
2= %!1236.-%2 L +8,a 2 '
"= 322'%7.36- $=
1= !
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!1= ! $LT=
2= !.-67-225% (LT=
l0= 6.2%756165 )LT=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
95/112
RMe, 2F2
-65
'!.7%
2!-.7
153.1
1'1.6
2!!.5
3!.%2-1!3 $= 2'.51-'55 = 1.!2%221'
!.3'-6631 !.3-67516 = 1.!21!%77
!.61323-- (= !.6!65362 = !.61262-6
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
96/112
!.'266!32 )= !.'312'6% = !.'-67516
Ve+"a+e !.53%!'33
%3.5%6!21 !.57!5315 !.6217212
!.7257%3%
!.-515757
1!2.!-7!1 $= 77.321-7' = 1.57'1372
1.33752% 1.!13!561 = 1.5!%6626
1.5-7-6%3 (= 1.15136!' = !.''3!773
!.%!'2265 )= !.5--75-6 = 1.613!561
Ve+"a+e !.3-6%%22
%3.5%6!21 !.57!5315 !.%!!7635!.562''!3
!.---11%7
'5.2-3262 $= 72.6!6!1% = 1.%72677'
1.2%-3-27 !.'5126'- = 1.%23!'52
1.%57%5%7 (= 1.!-!173 = !.'3'2%2'!.%525717 )= !.62-1-21 = 1.55126'-
Ve+"a+e !.5'-31'3
%3.'-1%-1 !.576236- !.6611%'
!.563'6!3
!.--65-73
-6.516377 $= 66.16!633 = 1.215!216
1.13352!6 !.-66-237 = 1.1'723%2
1.3!1133 (= !.'-'!517 = !.7'!17%6
!.515%7'1 )= !.6-2%%!7 = 1.%66-237
Ve+"a+e !.%3!-361
%3.'-1%-1 !.576236- !.5!-257-
$LT=
$=
$LT=
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
97/112
!.563'6!3
!.--65-73
-%.!36!77 $= 6%.525%1- = 1.!7%-'51
1.1!1!2%2 !.-%53''% = 1.!6'63'%
1.25'3!13 (= !.'67!6- = !.7!5'62
!.53%611% )= !.6'6!57 = !.''2-!37
Ve+"a+e !.%2%-!!6
%3.'-1%-1 !.576236- !.%73-121
!.563'6!3
!.--65-73
3'.32-77- $= 36.722-!2 = 1.!!%!6!6
!.515277' !.%-1135 = 1.!!%5-6'
!.6-6352' (= !.66353-% = !.663!27%
!.-773-53 )= !.-'2%776 = 1.!-1135
Ve+"a+e !.3'--'62%3.'-1%-1 !.576236- !.%57525-
!.563'6!3
!.--65-73
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
98/112
: 1.!'753'-
: 1.16'-3%5
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
99/112
: !.''37%%%
: 1.%!72'67
: 1.%'5%222
: !.'522!!'
: 1.36!6'11
: 1.%5%7527
: !.'5--!!7
: 1.1-%2673
: 1.2%357%-
: !.'7'-'1-
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
100/112
: 1.!66%'77
: 1.!-'37'6
1
: 1.!1!3!35
: 1.!177262
: !.'''1-77
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
101/112
STAL INTERIORNe, Me, 3F3 Me, 2F2 Ne,
aRte+ %-63.5 '6! -65 7135
Et1 %!51 2%2.2 '!.7% %'3'
Et2 32%3 311.% 2!-.7 3113
Et3 2%36 232.% 153.1 16-6
Et% 1631 275.7 1'1.6 5-'.3
Et5 -27 2-3.% 2!!.5 1%!.57
ARTER 7! Ve+"a+e +este8ta
ET 1 7!
ET 2 21
ET 3 2!
ET % 1'
ET 5 1-
STAL NECOV
STAL INTERIOR
N+, M+, Ve+"a+e
aRte+ 26!76.% 3'!5 !.653-5'5 2>EM-!!
Et1 26!76.% 3'!5 !.2%!6113 2>EM-!!
Et2 167-1.- 2275.-727 !.%217726 2>EA7!!
Et3 1562!.! 2!17.6'!' !.3%7!13' 2>EA65!
Et% 1%5-7.3 17--.231- !.37312'% 2>EA6!!
Et5 136-3.6 1572.!!%5 !.36-26!7 2>EA55!
Lungime de amabaj Y
Lu8#e ,e Qa#a*aG @etaG 3.-
parter L +8,a -
2= !
"= 1213763.16
1% 1= 1213763.16
11= 62!%3.75 1%
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
102/112
12= 62!%3.75
21= !
22= !
1= !.'5136'!1
2= !
l0= 6.''5-%636
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 1 L +8,a -
2= 1213763.16
"= 1213763.16
1% 1= 5'-631.57'
11= 62!%3.75 1%
12= 62!%3.75
21= 62!%3.75
22= 62!%3.75
1= !.'35'211-2= !.'5136'!1
l0= 17.%65%732
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 2 L +8,a -
2= 1213763.16
"= 5'-631.57'
1= %'1-'%.737
1% 11= 62!%3.7512= 62!%3.75 1%
21= 62!%3.75
22= 62!%3.75
1= !.-'7-37'
2= !.'35'211-
l0= 1%.3-!55-%
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 3 L +8,a -2= 5'-631.57'
"= %'1-'%.737
1= %!1236.-%2
1% 11= 62!%3.75
12= 62!%3.75 1-
21= 62!%3.75 1%
22= 62!%3.75
1= !.-7-!13
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
103/112
2= !.-'7-37'
l0= 12.32%6757
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 4 L +8,a -
2= %'1-'%.737"= %!1236.-%2
1= 322'%7.36-
1% 11= 62!%3.75
12= 62!%3.75 1%
21= 62!%3.75
22= 62!%3.75
1= !.-5371727
2= !.-7-!13
l0= 11.2%6!277
Lu8#e ,e Qa#a*aG @etaG 3.-
ETAJ 5 L +8,a -
2= %!1236.-%2
"= 322'%7.36-
1= !
1% 11= 62!%3.75
12= 62!%3.75 1%
21= 62!%3.75
22= 62!%3.751= !
2= !.-5371727
l0= 6.1%5-2'1-
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
104/112
STAL COLT STAL COV STAL NECOMe, 3F3 Me, 2F2 Ne, Me, 3F3 Me, 2F2 Ne, Me, 3F3
7'3.2 -55.1 6--7 -27 --2.5 2'%6 '36.%'
13-.3 16!.35 %'53 1!'.5 151 2%5% 1'5.7
11%.2 72.3 3361.3 12! 1'' 1'6% 257.5
%-.23 6%.- 1'2-.7 6%.% 123.6 1%73 1'!.55
56 6-.3 -17 7! 1%'.5 '-1 22'
15!.2- '% 31- ''.2 1-- %'1 2'3.5
Ne,N+,PMe,M+,PMe,M+,:1
$E= 76.325365
Lungime de amabaj
Lu8#e ,e Qa#a*aG ? @etaG 3.-
parter L +8,a '
2= !
"= 1213763.16 $=
1= 1213763.16
11= 5515! (=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
105/112
12= 5515! )=
21= !
22= !
1= !.'5653761 $LT=
2= ! (LT=
l0= 7.!5267-37 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 1
2= 1213763.16 L +8,a 2 '
"= 1213763.16 $=
1= 5'-631.57'
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!
1= !.'%26326 $LT=2= !.'5653761 (LT=
l0= 1-.%7376-3 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 2
2= 1213763.16 L +8,a 2 '
"= 5'-631.57' $=
1= %'1-'%.737
11= 5515! (=12= 5515! )=
21= 5515!
22= 5515!
1= !.'!-1%65- $LT=
2= !.'%26326 (LT=
l0= 15.1-5'6'' )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 32= 5'-631.57' L +8,a 2 '
"= %'1-'%.737 $=
1= %!1236.-%2
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!
1= !.-'!!7721 $LT=
$=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
106/112
2= !.'!-1%65- (LT=
l0= 13.!!1-%12 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 4
2= %'1-'%.737 L +8,a 2 '"= %!1236.-%2 $=
1= 322'%7.36-
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!
1= !.-67-225% $LT=
2= !.-'!!7721 (LT=
l0= 11.-5!'676 )LT=
Lu8#e ,e Qa#a*aG ? @etaG 3.-
ETAJ 5
2= %!1236.-%2 L +8,a 2 '
"= 322'%7.36- $=
1= !
11= 5515! (=
12= 5515! )=
21= 5515!
22= 5515!1= ! $LT=
2= !.-67-225% (LT=
l0= 6.2%756165 )LT=
$=
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
107/112
Me, 2F2
-61.2
126.76
236
2!2.5
266.3
261.5
2'.2-1!-5 $= 2'.51-'55 = 1.!37-!57
!.3-36351 !.3-67516 = 1.!357-%5
!.61-57-5 (= !.62!5%25 = !.621%7!7
$=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
108/112
!.'!5'%12 )= !.'!%3!%6 = !.'-67516
Ve+"a+e !.62-6!-5
%3.5%6!21 !.57!5315 !.7175553
!.7257%3%
!.-515757
73.1!166% $= 77.321-7' = 1.253!!%
!.'577637 1.!13!561 = 1.5!%6626
1.!-7%755 (= 1.15136!' = !.''3!773
!.62%!!'3 )= !.5--75-6 = 1.613!561
Ve+"a+e !.3'5%'25
%3.5%6!21 !.57!5315 !.%22'336!.562''!3
!.---11%7
6-.7552%2 $= 72.6!6!1% = 1.216%523
!.'!!-177 !.'5126'- = 1.%23!'52
1.!2%-753 (= 1.!-!173 = !.'3'2%2'!.66!6565 )= !.62-1-21 = 1.55126'-
Ve+"a+e !.623!!53
%3.'-1%-1 !.576236- !.712%3'
!.563'6!3
!.--65-73
62.71%-37 $= 66.16!633 = 1.13636%5
!.-216775 !.-66-237 = 1.25'!653
!.'%32622 (= !.'-'!517 = !.755%3'2
!.71!'-%6 )= !.6-2%%!7 = !.'6%
Ve+"a+e !.%3!-731
%3.'-1%-1 !.576236- !.%5!5%63
$LT=
$=
$LT=
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
109/112
!.72''-%7
!.-%--!72
61.23167' $= 6%.525%1- = 1.!37!126
!.-!22%55 !.-%53''% = 1.!6'63'%
!.'2%1-!6 (= !.'67!6- = !.7!5'62
!.723!676 )= !.6'6!57 = !.''2-!37
Ve+"a+e !.%516665
%3.'-1%-1 !.576236- !.%-%%3%3
!.563'6!3
!.--65-73
36.12%-2% $= 36.722-!2 = 1.!!3%%7%
!.%733!!% !.%-1135 = 1.!!%5-6'
!.65-%677 (= !.66353-% = !.663!27%
!.-'5-551 )= !.-'2%776 = 1.!-1135
Ve+"a+e !.3'16772%3.'-1%-1 !.576236- !.%315%3%
!.563'6!3
!.--65-73
$=
$LT=
$=
$LT=
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
110/112
: 1.16%6''3
: 1.2--7%55
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
111/112
: !.'-'36%5
: 1.2671!6
: 1.%'5%222
: !.'522!!'
: 1.2%7!-5%
: 1.%5%7527
: !.'5--!!7
: 1.175%7'%
: 1.31''332
!.'63
8/19/2019 Proiect structuri etajate metal master IS/PCCIZS
112/112
: 1.!%'1661
: 1.!-'37'6
1
: 1.!1!!'1
: 1.!177262
: !.'''1-77