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TEHNICAL UNIVERSITY “GH.ASACHI” IASIFACULTY OF CONSTRUCTION AND INSTALATIONS

DIPLOMA PROJECT

ADVISOR:

DR. ING. PETRU MIHAI

GRADUATE: BĂLINIŞTEANU IULIAN



IASI -2007-

TABLE OF CONTENTS

WRITTEN PARTS:

CHAPTER 1: TECHNICAL REPORTS CHAPTER 2: LOAD COMPUTATION

o DEAD LOADSo LIVE LOADSo SNOW LOADSo SEISMIC LOADS

CHAPTER : STRUCTURAL ANALYSIS !"#$%& ROBOT

MILLENIUM' CHAPTER (: DESIGN OF A STRUCTURAL ELEMENT CHAPTER ): THE COMPUTATION OF A FOUNDATION CHAPTER *: THERMAL DESIGN

o THERMAL DIMENSIONING VERIFICATIONo GLOBAL COEFFICIENT OF THERMAL INSULATION

CHAPTER +: CONCRETE WOR,S CHAPTER -: BILL OF UANTITIES CHAPTER /: BILL OF PRICES

CHAPTER 10: SAFETY IN ECAVATIONS

DRAWN PARTS:

GROUN FLOOR PLAN FIRST FLOOR PLAN SECTION PLAN

MAIN FAADE LATERAL FAADE RIGHT FOUNDATION PLAN ISOLATED FOUNDATION PLAN GIRDER FORMWOR, AND REINFORCEMENT COLLUMN LAYOUT PLAN

2



SLAB FORMWOR, AND REINFORCEMENT GIRDER FORMWOR, AND REINFORCEMENT A 23 A 3 A ( GIRDER FORMWOR, AND REINFORCEMENT A 13A )

CHAPTER 1

TECHNICAL REPORT

3



1. L4567$4% 8&94;<#$56= 5;6>6579>$#7$5#

The building is designated to an production hall P+1 and is located in the Iassy district.

The district Iassy is situated according to the !ode P100"#2 in the seis$ic co$putation%one ! characteri%ed through & s ' 020 and Tc ' 10 s( the ob)ecti*e is located in the III-rdi$portance class or ,hich ' 10 nor$al i$portance construction/.

According to the geotechnical study the location is stabile and presents the ollo,ingstratiication- dirt illings ,ith the thic&ness o 170 " 1#0$ *ariable " consolidated(- at clay blac& bro,n plastic at an thic&ness o 0 " 0$(- silty dust ,ith sand passing ,ith the thic&ness o 0 " 0$(- based $arny clay situated at o*er 100$.

4or si%ing the oundations the oundation soil carrying capacity is co$puted accordingto the 330052-6 !ode it resulted

- or loads ro$ the unda$ental loads grouping Pli$it '10 &Pa- or loads ro$ the special loads grouping P critical '200 &Pa co$puted or oundations o 100$ ,idth and oundations depths o 200 $ ro$ the !T.

The seasoned subterranean ,ater ,ith an *ariable le*el is situated at the depth o $ro$ the !T.

2. T;9 >9#$#76%59 #7>"57">9

2.1. I%?>6#7>"57">9

At the choosing o the oundation syste$ there ,ere respected the speciications o the !ode P

112-200.8a*ing in sight the oundation soil characteristics and the constructi*e syste$s o theconstruction body it ,as adopted the ollo,ing oundation type-9:I;<I= P+ 14 P>?<:!TI? A< ST?A>=@ SPA!@S isolated oundations type bloc& and pad ,ith the pad height o 0 c$ and the bloc& has the height o 120 c$ $ade ,itht,o steps ,ith the height o 0 c$( the concrete used is !16522. in the pad and !16522. (

2.2. S"9>#7>"57">9

9:I;<I= P+ 14 P>?<:!TI? A< ST?A>=@ SPA!@S reinorced concrete ra$estructure ,ith colu$ns o 0 0 c$ girders o 30 0 c$ and slabs ,ith 1 c$ thic&ness (

the concrete class used is !1520(

. C4@9# "#9@ $% #$$%& 6%@ 6$%& 4? 7;9 #7>"57">6= 9=99%7#

!?<@ 330052-6 The co$putation o the oundation soil in case o direct ooting(P 10-1#6 The code or designing and eecution the ,or&s or direct ootings in

constructions.



P100-1##2 Anti-earthBua&e designing o social constructions-cultural o lats agro-%ootechnical and industrial co$pleted ,ith the attach$ent = 1##/(

@ 01251### !ode o practice or reinorced concrete ele$ents!?<@ 101075 0-#0 !i*il constructions industrials and agricultural.The co$putation and the $a&ing o concrete structural ele$ents reinorced and

prestressed concrete( P 007-#7 <esigning !ode or reinorced concrete ra$e structures (P6 " 1## !ode o designing or constructions ,ith reinorced concrete structural

,alls.

(. S76%@6>@# 4? 4> >47957$4%

" >epublican standards o ,or& protection elaborated by the Cinistry o Dor& and theCinistry o 8ealth no. 3 and 051#7( no. 110 Ei 3#5 1#77.

" =eneral standards o protection against ire at constructions and installations " <ecreed2#0 - 1#77

" Standard P.S.I. - P.1165 ##. " ;a, #05 # " edited by C.C.P.S.

" =eneral ,or& protection standard - 1##0 - edited by C.C.P.S. and the Cinistry o8ealth.

" Speciic ,or& protection standards edition 1## co$pleted ,ith the >ules regardingthe protection and the hygiene o ,or& in constructions 1##3 C;PAT/.

" Cethodical standards or applying the ,or& protection la, 1##0 - C.C.P.S. ?ther regulations regarding Dor& Protection Dor& 8ealth and PSI in action at this

ti$e are $andatory and replace5co$plete the ones abo*e .

). R9549%@67$4%#It is i$posed the necessity o abiding the eecution speciics technical standards o ,or&

security and protection against ires.Any discrepancy bet,een the dra,ings o the dierent specialties bet,een the dra,ings

and ield ,ill be co$$unicated to the strength designer or chec&ing and sol*ing .Any alteration to,ards the pro)ect ,ithout the consent o the designer clears the

designer o any responsibility.



CHAPTER 2

LOAD COMPUTATION



2.1 SNOW LOAD

α

[ο]

k

-

γ

[kN/m3]

b

[m]

ce

-

ct

-

s0,k

[kN/m2]

µ1(α)

-

µ2(α)

-

2 2.50 3.00 2.00 1.00 1.00 2.50 0.80 0.85

Characteristic values artial sa!et" c#e!!icie$ts

sk0,5µ1

[kN/m2]

skµ2

[kN/m2]

skme%

[kN/m2]se

[kN/m]&s

[kN/m]γ &-

ψ 0,i

-

ψ 1,1

-

ψ 2,i

-

1.00 2.13 2.00 3.' 0.15 1.5 0.' 0.5 0.

*#a% t"+e

C#m+utati#$ value *- !u$%ame$tal r#u+i$C#m+utati#$ values *-s+ecial r#u+i$

sk,&0,5µ1

[kN/m2

]

sk,&µ2

[kN/m2

]

sk,&me%

[kN/m

2

]

se,&

[kN/m]

&s,&

[kN/m]

sk,0,5µ1

[kN/m2

]

sk,µ2

[kN/m2

]

sk,me%

[kN/m

2

]

se,

[kN/m]

&s,

[kN/m]re%#mi$a$t l#a% 1.50 3.20 3.00 5. 0.22 - - - - -

imulta$eus l#a% 1.05 2.2 2.10 3.8 0.1 0.0 0.85 0.80 1.52 0.0

*#a% t"+e

+l#itati#$ characteristic r#u+i$ * &reue$t e+l#itati#$ r#u+i$ *

sk,0,5µ1

[kN/m2]

sk,µ2

[kN/m2]

sk,me%

[kN/m2]se,

[kN/m]&s,

[kN/m]sk,!

0,5µ1

[kN/m2]

sk,! µ2

[kN/m2]

sk,! me%

[kN/m2]se,!

[kN/m]&s,!

[kN/m]

re%#mi$a$t l#a% 1.00 2.13 2.00 3.' 0.15 0.50 1.0' 1.00 1.0 0.0'

imulta$e#us l#a% 0.'0 1. 1.0 2.5 0.10 0.0 0.85 0.80 1.52 0.0

*#a% t"+e i+

Cvasi+erma$e$t e+l#itati#$ r#u+i$ *

sk,c0,5µ1

[kN/m2]sk,c

µ2

[kN/m2]sk,c

me%

[kN/m2]se,c

[kN/m]&s,c

[kN/m]

imulta$e#us l#a% 0.0 0.85 0.80 1.52 0.0

2.2 ROOF LOADS

Nr.crt.

*#a% $ameγ

[%aN/m3]

hick$ess[m]

N#rmatvalues

$C#m+utati#$

values

1. recast m#saic +lates 200 0,03 '8,0 1,35 105,32. a$% be% 100 0,02 32,0 1,35 3,2

3. r#tecti#$ c#+i$ 2200 0,05 110,0 1,35 18,5

. 4"%r#-i$sulati#$ - 3C67 1',5 1,35 23,

5. u++#rt c#+i$ 2200 0,03 ,0 1,35 8,1

. 7C therm#-i$sulati#$ '00 0,10 '0,0 1,35 ,5

'. &umes barrier - 1C617 5,0 1,35 ,'5

8. l#+e c#$crete 100 0,10 10,0 1,35 18,0

7



. ei$!#rce% c#$crete slab 2500 0,15 3'5,0 1,35 12,5

10. &ake ceili$ - - 50,0 1,35 135

9* :: *9: 3,5 - 102',5

11. *ive l#a% - - '5,0 0,0 1,50 112,5

12. $#; l#a% - - 80 200,0 0,0 1,50 300

9* *9:

BearthBua&e $#rmat

-

c#m+utati#$

8 115 13'.5

2.3 LOADS FROM THE CURENT WARM FLOOR

r.crt.

;oad na$eγ

Fda5$3GThic&ness

F$G or$at *alues n

!o$putation*alues

1.!utting area +support

layer - - #00 13 121.

2.

>einorced concrete

slab 200 010 200 13 337.3. 4a&e ceiling - - 00 13 13. Tearing ,alls - - 100 13 202.

T?TA; <@A< ;?A<S #00 - 7#.

.;IH@ ;?A< - - 2000

00

10 300.0

T?TA; ;?A<SBearthBua&e Bnor$at

-Bco$putation

730 7#0 10#.

2.4 LOADS FROM THE CURENT COLD FLOOR

r.crt.

;oad na$eγ

Fda5$3GThic&nessF$G

or$at *alues n!o$putation*alues

1. Cosaic - - 1000 1.3 13.0

2.>einorced concreteslab 200 010 200 1.3 337.

3. 4a&e ceiling 1#00 001 1#0 1.3 #3.1 T?TA; <@A< ;?A<S 1#0 - .

. ;i*e load - - 3000 0.0 1.0 0.0T?TA; ;?A<S

BearthBua&e Bnor$at

-Bco$putation

2# 71# 101.

6



CHAPTER 3

STRUCTURAL ANALYSIS

#



TITLE PAGE

D$=46 P>4957

A"7;4> : B6=$%$#796%" I"=$6%

10



Structure View

X Y

Z

11



Diagrams

X Y

Z

FXc FXt 500

FY 100kN

FZ 100kN

X

Y

Z

MX 10kN

MY 100kNMZ 100kN

12



10 1 !C' !CC' 1.03 #.66 .03 11.3 1.2 0.0# 1 1 0.00 1.02 777.36 -1.2 0.00 0.00 1 2 0.00 0.11 30.26 -0.1 0.00 0.00 1 0.00 0.2 .# -0.2# 0.00 0.00 1 ( 0.00 -1.2 1##.7# 1. 0.00 -0.00 1 ) 0.00 -0. 76.0 0. 0.00 -0.00 1 + SRSS 7.3 0.00 0.06 0.01 1#2.27 0.02

1 - SRSS 0.01 7.0 21.20 16.3 0.01 0.00 1 / SRSS 0.0 1.16 7.33 1.37 0.07 0.00 1 10 !C' 0.00 -1.01 133.62 1.12 0.00 -0.00 1 11 !C' !CC' 7.36 0.02 110. 1.21 1#2.33 0.02 1 12 !C' !CC' 0.0 7.77 111#.7 1#.6 0.0 0.00 1 1 !C' !CC' .01 .12 10#.61 120.2 13.## 0.02 1* 1 3.22 0.2 3.2 -0.7 3.2 -0.01 1* 2 0.6# 0.07 12.#0 -0.06 1.00 -0.00 1* 1.6# 0.1 27.3 -0.17 2.1 -0.00 1* ( -1.6 -0.77 66. 0.#0 -1#.30 0.00 1* ) -.1 -0.30 3.60 0.3 -7.6 0.00 1* + SRSS 2.1 0.03 2.#1 0.07 17.3 0.03 1* - SRSS 0. 70.2 10.2# 11.13 0.73 0.07

1* / SRSS 2.2# 0.6 27.#0 0.6 2.2 0.01 1* 10 !C' -2.# -0. 707.63 0. -2#.63 -0.02 1* 11 !C' !CC' #.3 0.06 2.6 0.# 10.13 0.02 1* 12 !C' !CC' -12.6 70. 17.1 11.6# -1.11 0.0 1* 1 !C' !CC' 30.7 #.#0 .01 11. 106.1 0.0 1/ 1 -2.#6 -0.00 30.03 0.00 -2.#6 0.00 1/ 2 -0.6 0.00 12.17 -0.00 -0.#7 0.00 1/ -1.62 0.00 2.#7 -0.00 -2.0 0.00 1/ ( 1.13 -0.00 6.60 0.00 16.77 -0.00 1/ ) .3 -0.00 33.32 0.00 7.36 -0.00 1/ + SRSS 2.22 0.01 1.6 0.01 17.77 0.00 1/ - SRSS 0.00 #.73 0.0 10.3 0.01 0.07 1/ / SRSS 1. 0.03 20.33 0.0 1.7 0.00 1/ 10 !C' 2.3 -0.00 7.# 0.00 2#.30 -0.00

1/ 11 !C' !CC' 7#.3 0.03 36.17 0.0 1#.1 0.00 1/ 12 !C' !CC' 17.13 #.#2 6.73 10.3 20.36 0.07 1/ 1 !C' !CC' 0.6 #. 1.6 113.6 13.#3 0.0 22 1 0.00 -0.00 70. 0.00 0.00 0.00 22 2 -0.00 0.00 26.2 -0.00 0.00 0.00 22 -0.00 0.00 1.07 -0.00 -0.00 0.00 22 ( 0.00 -0.00 1#1. 0.00 0.00 -0.00 22 ) 0.00 -0.00 7.23 0.00 0.00 -0.00 22 + SRSS 7.3 0.00 0.07 0.01 1#2. 0.00 22 - SRSS 0.00 7.2 0.10 17.16 0.01 0.00 22 / SRSS 0.02 0.03 6.3 0.0 0.0 0.00 22 10 !C' 0.00 -0.00 12.3 0.00 0.00 -0.00 22 11 !C' !CC' 7. 0.02 103. 0.03 1#2.0 0.00 22 12 !C' !CC' 0.03 7.71 103.0 17. 0.0 0.00

22 1 !C' !CC' .0 3.3 1033.#6 116.3# 13.10 0.00 2) 1 2.#6 0.00 30.03 -0.00 2.#6 0.00 2) 2 0.6 0.00 12.17 -0.00 0.#7 0.00 2) 1.62 0.00 2.#7 -0.00 2.0 0.00 2) ( -1.13 -0.00 6.60 0.00 -16.77 -0.00 2) ) -.3 -0.00 33.32 0.00 -7.36 -0.00 2) + SRSS 2.21 0.00 1. 0.01 17.7 0.00 2) - SRSS 0.01 #.73 0.0 10.3 0.01 0.07 2) / SRSS 1.# 0.01 20.6 0.03 1.61 0.00 2) 10 !C' -2.3 -0.00 7.# 0.00 -2#.30 -0.00

1



2) 11 !C' !CC' #. 0.02 36.13 0.03 10.31 0.00 2) 12 !C' !CC' -12.77 #.#1 6.73 10.2 -1. 0.07 2) 1 !C' !CC' 30.7 #.3 1.6 113. 106.10 0.0 2- 1 -3.22 -0.2 3.2 0.7 -3.2 -0.01 2- 2 -0.6# -0.07 12.#0 0.06 -1.00 -0.00 2- -1.6# -0.1 27.3 0.17 -2.1 -0.00 2- ( 1.6 0.77 66. -0.#0 1#.30 0.00

2- ) .1 0.30 3.60 -0.3 7.6 0.00 2- + SRSS 2.16 0.03 2.## 0.0 17. 0.03 2- - SRSS 0. 70.1 10.31 11.12 0.73 0.07 2- / SRSS 2.2 0.# 27.7 0.# 2. 0.01 2- 10 !C' 2.# 0. 707.63 -0. 2#.63 -0.02 2- 11 !C' !CC' 7#.7 0.0 2.6 0.17 1#.7 0.02 2- 12 !C' !CC' 17.#0 71.0 17. 11. 21.30 0.0 2- 1 !C' !CC' 1.07 0.31 .02 11.13 1.6 0.0 1 1 -0.00 -1.02 777.36 1.2 -0.00 0.00 1 2 -0.00 -0.11 30.26 0.1 -0.00 0.00 1 -0.00 -0.2 .# 0.2# -0.00 0.00 1 ( 0.00 1.2 1##.7# -1. 0.00 -0.00 1 ) 0.00 0. 76.0 -0. 0.00 -0.00

1 + SRSS 7.3 0.01 0.0 0.01 1#2.26 0.02 1 - SRSS 0.01 7.0 21.2 16.3 0.02 0.00 1 / SRSS 0.03 1.1 7.1 1.3 0.0 0.00 1 10 !C' -0.00 1.01 133.62 -1.12 0.00 -0.00 1 11 !C' !CC' 7.3 1.0 110.2 0.0 1#2.30 0.02 1 12 !C' !CC' 0.02 77.60 111#.6# 16.70 0.03 0.00 1 1 !C' !CC' .00 .1 10#.66 11#.11 13.# 0.02 ( 1 3.22 -0.2 3.2 0.7 3.2 0.01 ( 2 0.6# -0.07 12.#0 0.06 1.00 0.00 ( 1.6# -0.1 27.3 0.17 2.1 0.00 ( ( -1.6 0.77 66. -0.#0 -1#.30 -0.00 ( ) -.1 0.30 3.60 -0.3 -7.6 -0.00 ( + SRSS 2.16 0.03 2.#3 0.0 17. 0.03 ( - SRSS 0. 70.2 10.2# 11.13 0.73 0.07

( / SRSS 2.2 0. 27.6 0. 2. 0.01 ( 10 !C' -2.# 0. 707.63 -0. -2#.63 0.02 ( 11 !C' !CC' #.32 0.6 2.# 0.1 10.06 0.0 ( 12 !C' !CC' -12.2 71.03 17.# 11. -1.16 0.0# ( 1 !C' !CC' 30. 0.31 .06 11.12 106.11 0.06 + 1 -1.2 0. 166.77 -0.# -1.3 -0.11 + 2 -0. 0.27 .7 -0.31 -0.0 -0.01 + -0.# 0.7 12.10 -0. -1.07 -0.01 + ( 7.## -.21 3#.7 .07 #.26 0.01 + ) 3.1 -2.0 1.2 2.36 3. 0.01 + + SRSS 6.07 0.0 0.20 0.3 170.# 0.2# + - SRSS 0.77 7.72 .36 1.1 1.03 0.31 + / SRSS 1.7 0.#0 1.0 1.02 1. 0.02 + 10 !C' 12.00 -6.1 30.11 10.13 1.6 -0.1

+ 11 !C' !CC' . -.2 2#1.11 7.1 160.7 0.21 + 12 !C' !CC' #.1 3.2# 30.16 13.37 11.22 0.23 + 1 !C' !CC' #.7 3.1 31.10 110.72 131.10 0.3 (0 1 -0.00 0.73 371.3 -0.2 -0.00 -0.00 (0 2 -0.00 0. 13.01 -0.1 -0.00 -0.00 (0 -0.00 1.1 27.7 -1.30 -0.00 -0.00 (0 ( -0.00 -11. 66.7 13. -0.00 -0.00 (0 ) -0.00 -.3 3.6 .26 -0.00 -0.00 (0 + SRSS #.17 0.00 0.03 0.01 163.# 0.0 (0 - SRSS 0.01 1.#7 70.26 11.2# 0.02 0.00

1



(0 / SRSS 0.03 1.#0 3. 2.16 0.03 0.00 (0 10 !C' -0.00 -1#.6 71.01 23.2# -0.00 -0.00 (0 11 !C' !CC' #.1# -10.63 12.60 1.# 163.72 0.0 (0 12 !C' !CC' 0.03 1.3 62.3 17.1 0.0 0.00 (0 1 !C' !CC' 6.#3 32.7 3.6# 122. 12#.#1 0.0 ( 1 1.2 0. 166.77 -0.# 1.3 0.11 ( 2 0. 0.27 .7 -0.31 0.0 0.01

( 0.# 0.7 12.10 -0. 1.07 0.01 ( ( -7.## -.21 3#.7 .07 -#.26 -0.01 ( ) -3.1 -2.0 1.2 2.36 -3. -0.01 ( + SRSS 6.07 0.0 0.16 0. 170.# 0.2# ( - SRSS 0.7 7.73 .3# 1.1 1.01 0.31 ( / SRSS 1.3 0.#0 1.2 1.0 1.# 0.02 ( 10 !C' -12.00 -6.1 30.11 10.13 -1.6 0.1 ( 11 !C' !CC' 1.6 -.22 2#1.0# 7. 12.7 0.1 ( 12 !C' !CC' -.6 3.31 30.16 13.1 -.61 0.3 ( 1 !C' !CC' 3.# 3.3 31.10 110.7 113.0# 0. C6#9 1

P9>6%9%766549>$#

M4@9 S" 4? 6=. 0.00 0.00 ##.3 0.00 0.00 0.00 S" 4? >965. 0.00 0.00 ##.3 31.06 -3#331.77 -0.00 S" 4? ?4>5. 0.0 0.0 -##.3 -31.06 3#331.77 0.0 C;95 6=. 0.00 0.00 -0.00 -0.00 -0.00 -0.00 P>95$#$4% .07726e-

0131.27e-

026 C6#9 2 U7$=6

A549>$# M4@9 S" 4? 6=. 0.00 0.00 213.6 -0.00 0.00 0.00 S" 4? >965. 0.00 0.00 213.6 230#.7 -111.3 -0.00 S" 4? ?4>5. 0.0 0.0 -213.6 -230#.7 111.3 0.0 C;95 6=. 0.00 0.00 -0.00 -0.00 -0.00 -0.00 P>95$#$4% #.76##e-

01.77e-

02# C6#9 66@6

M4@9 S" 4? 6=. 0.00 0.00 .1# -0.00 0.00 0.00 S" 4? >965. 0.00 0.00 .1# #2.67 -3010.67 -0.00 S" 4? ?4>5. 0.0 0.0 -.1# -#2.67 3010.67 0.0 C;95 6=. 0.00 0.00 -0.00 -0.00 -0.00 -0.00 P>95$#$4% 1.772e-

01.23e-

02#

C6#9 ( P9>6%9%76=6%#9"

M4@9 S" 4? 6=. 0.00 -0.00 11.2 0.00 0.00 -0.00 S" 4? >965. 0.00 -0.00 11.2 173.2 -#76.32 -0.00 S" 4? ?4>5. 0.0 0.0 -11.2 -173.2 #76.32 0.0 C;95 6=. 0.00 -0.00 0.00 0.00 -0.00 -0.00 P>95$#$4% 3.0##e-

01#.6#7#3e-

02#

1



S" 4? ?4>5. #73.10 0.11 -7337. -7#23.6 030.0 1006.7 C;95 6=. 1#.11 0.22 #6.1 10.0 1602.12 21017. P>95$#$4% .36372e-

0032.22336e+00

0 C6#9 12 S9$# Y

M4@9

S" 4? 6=. 22. 101.7 672.2 236.1 2.31 1.77 S" 4? >965. 0.2 1007.3# 630.## ##.#1 -616.61 0.3# S" 4? ?4>5. 0.16 1007.36 -7337.72 -73277.3 612.3# 6.#6 C;95 6=. 0.2 201.77 #6.27 223#2. 3#3.6 132##.3 P>95$#$4% #.70#60e-

0032.22336e+00

0 C6#9 1 S9$#

() M4@9 S" 4? 6=. 703. 716.6 67#7.# 17. 1#13.2 2.2 S" 4? >965. 67.# 712.2 61.1# #23#1.12 -2.# 12130. S" 4? ?4>5. 66.01 712.2 -77#.26 -7.2 7##0.72 1212#.## C;95 6=. 137.# 12.0 6.#1 163.70 127.2 220.3 P>95$#$4% 7.101#3e-

0032.37#0e+00

0

16



orces: values

- Cases: 1to5 7to13

B6>N4@9C6#9M4@9 F !N' FY !N' F !N' M !N' MY !N' M !N'

1 1 1 166.77 -0. 1.2 0.11 -1.3 -0.# 1 1 2 .7 -0.27 0. 0.01 -0.0 -0.31 1 1 12.10 -0.7 0.# 0.01 -1.07 -0. 1 1 ( 3#.7 .21 -7.## -0.01 #.26 .07 1 1 ) 1.2 2.0 -3.1 -0.01 3. 2.36 1 1 + SRSS 0.20 0.1 6.0 0.2# -170.7 0. 1 1 - SRSS .2 7.73 0.7 0.31 -1.02 1.1 1 1 / SRSS 1.6 0.# 1.3 0.02 -1.7 1.10 1 1 10 !C' 30.11 6.1 -12.00 0.1 1.6 10.13 1 1 11 !C' !CC' 2#1.02 .33 1.63 0.1 -12.70 7.#

1 1 12 !C' !CC' 30.12 3.6 -.7 0.3 .61 13. 1 1 1 !C' !CC' 31.0 .#7 3.# 0. -113.06 110.76 1 2 1 171.0 -0. 1.2 0.11 3.#6 1.3# 1 2 2 .7 -0.27 0. 0.01 1.07 0. 1 2 12.10 -0.7 0.# 0.01 2.2# 1.3 1 2 ( 3#.7 .21 -7.## -0.01 -16.7 -12.1 1 2 ) 1.2 2.0 -3.1 -0.01 -7.3 -.76 1 2 + SRSS 0.20 0.1 6.0 0.2# -32.7 0.76 1 2 - SRSS .2 7.73 0.7 0.31 -1.7 .22 1 2 / SRSS 1.6 0.# 1.3 0.02 -3. 2.21 1 2 10 !C' 32.#3 6.1 -12.00 0.1 -27.1 -1#.6 1 2 11 !C' !CC' 273.6 .33 1.63 0.1 -2.13 -#.61 1 2 12 !C' !CC' 266.# 3.6 -.7 0.3 -20.7 .21 1 2 1 !C' !CC' 2#7.6# .#7 3.# 0. -2.71 2#. 2 2 1 12#.7# 23. -3. -0.22 3#.1 2.2# 2 2 2 . 1.0 -1.7 -0.01 1.33 0.#0 2 2 11.6 2.27 -3. -0.02 2.6 1.#2 2 2 ( 0.76 3.3 -.7 -0.00 1.#2 #.#6 2 2 ) 0.31 1.31 -1.67 -0.00 .6 3.#2 2 2 + SRSS 17.#2 0.6 31.6 0.06 -.07 0.# 2 2 - SRSS 22.71 30.3 1.61 0.1 -1.60 1.3 2 2 / SRSS 1.7 3.06 .#0 0.0 -3. 2.7 2 2 10 !C' 1#.1 1.6 -3.66 -0.3 6.0 7.73 2 2 11 !C' !CC' 1.# 31.1 -7. -0.12 6.# 1.2 2 2 12 !C' !CC' 1#.06 1.26 -36. -0.03 3.07 62.3 2 2 1 !C' !CC' 171.#0 1.#7 -17.3# -0.03 21.61 70.1 2 1 112.2 23. -3. -0.22 -66.7 -.10

2 2 . 1.0 -1.7 -0.01 -.1 -2.63 2 11.6 2.27 -3. -0.02 -#.2 -.03 2 ( 0.76 3.3 -.7 -0.00 -1.70 -1.73 2 ) 0.31 1.31 -1.67 -0.00 -0.7 -0.6 2 + SRSS 17.#2 0.6 31.6 0.06 -. 0.#6 2 - SRSS 22.71 30.3 1.61 0.1 -.73 .7# 2 / SRSS 1.7 3.06 .#0 0.0 -13.0 6.31 2 10 !C' 171.33 1.6 -3.66 -0.3 -137. -66.1 2 11 !C' !CC' 17.2 31.1 -7. -0.12 -170.61 -3.21 2 12 !C' !CC' 11.#1 1.26 -36. -0.03 -107.7 11.6

1#



2 1 !C' !CC' 1.73 1.#7 -17.3# -0.03 -10.1 -6.7 ( 1 371.3 -0.73 -0.00 -0.00 0.00 -0.2 ( 2 13.01 -0. -0.00 -0.00 0.00 -0.1 ( 27.7 -1.1 -0.00 -0.00 0.00 -1.30 ( ( 66.7 11. 0.00 -0.00 -0.00 13. ( ) 3.6 .3 0.00 -0.00 -0.00 .26 ( + SRSS 0.03 0.00 #.1 0.0 -163. 0.01

( - SRSS 70.30 1.#7 0.00 0.00 -0.01 11.2# ( / SRSS 3.37 1.# 0.07 0.00 -0.12 2.2 ( 10 !C' 71.01 1#.6 0.00 -0.00 -0.00 23.2# ( 11 !C' !CC' 12.0 13. #.21 0.0 -163.7 1.## ( 12 !C' !CC' 62.1 7.71 0.0 0.00 -0.10 17. ( 1 !C' !CC' 3.7 7.0# 6.#3 0.0 -12#.#2 122.6 ) 1 3.2 -0.73 -0.00 -0.00 0.00 1.#3 ) 2 13.01 -0. -0.00 -0.00 -0.00 1.2 ) 27.7 -1.1 -0.00 -0.00 -0.00 2.# ) ( 66.7 11. 0.00 -0.00 0.00 -2.# ) ) 3.6 .3 0.00 -0.00 0.00 -10.# ) + SRSS 0.03 0.00 #.1 0.0 -6.3 0.01 ) - SRSS 70.30 1.#7 0.00 0.00 -0.01 .61

) / SRSS 3.37 1.# 0.07 0.00 -0.1 .# ) 10 !C' #1.63 1#.6 0.00 -0.00 0.00 -.1 ) 11 !C' !CC' #.3 13. #.21 0.0 -6.7 -2.# ) 12 !C' !CC' .#6 7.71 0.0 0.00 -0.11 1. ) 1 !C' !CC' 3.6 7.0# 6.#3 0.0 -1.3 21.0 ( ) 1 270.7 #. 0.00 -0.00 -0.00 .#2 ( ) 2 12.#2 2.31 0.00 -0.00 -0.00 2.02 ( ) 27.7 .#2 0.00 0.00 -0.00 .30 ( ) ( 0.# 7.6 0.00 -0.00 -0.00 22. ( ) ) 0.1# 3.0# 0.00 -0.00 -0.00 6.#0 ( ) + SRSS 0.03 0.00 0.7# 0.16 -#2.06 0.01 ( ) - SRSS 2#.66 36.3 0.01 0.00 -0.02 .0 ( ) / SRSS 3.32 7.10 0.06 0.00 -0.10 .6# ( ) 10 !C' 07.6 6#.36 0.00 -0.00 -0.00 12.6

( ) 11 !C' !CC' 30#.6 .01 0.61 0.16 -#2.1 66. ( ) 12 !C' !CC' 337.62 10.73 0.0 0.00 -0.06 1.20 ( ) 1 !C' !CC' 321. #1.76 3.00 0.13 -.1 12.2 ( * 1 23.0 #. 0.00 -0.00 0.00 -117.1 ( * 2 12.#2 2.31 0.00 -0.00 0.00 -.0 ( * 27.7 .#2 0.00 0.00 0.00 -12.#1 ( * ( 0.# 7.6 0.00 -0.00 0.00 -.67 ( * ) 0.1# 3.0# 0.00 -0.00 0.00 -1.#1 ( * + SRSS 0.03 0.00 0.7# 0.16 -120.6 0.01 ( * - SRSS 2#.66 36.3 0.01 0.00 -0.02 60.2# ( * / SRSS 3.32 7.10 0.06 0.00 -0.17 16.#6 ( * 10 !C' 36.3# 6#.36 0.00 -0.00 0.00 -16.#7 ( * 11 !C' !CC' 2#2.# .01 0.61 0.16 -120.72 -113.3 ( * 12 !C' !CC' 320. 10.73 0.0 0.00 -0.0 -33.07

( * 1 !C' !CC' 30.37 #1.76 3.00 0.13 -6.3 -0.6 ) + 1 166.77 -0. -1.2 -0.11 1.3 -0.# ) + 2 .7 -0.27 -0. -0.01 0.0 -0.31 ) + 12.10 -0.7 -0.# -0.01 1.07 -0. ) + ( 3#.7 .21 7.## 0.01 -#.26 .07 ) + ) 1.2 2.0 3.1 0.01 -3. 2.36 ) + + SRSS 0.21 0.0 6.0 0.2# -170. 0. ) + - SRSS .3# 7.73 0.7 0.31 -1.00 1.1 ) + / SRSS 1.0 0.#1 1.0 0.02 -1.71 1.0 ) + 10 !C' 30.11 6.1 12.00 -0.1 -1.6 10.13

20



) + 11 !C' !CC' 2#1.0 .30 .6 0.21 -160.76 7.3 ) + 12 !C' !CC' 30.11 3.62 #.1 0.23 -11.2 13.3# ) + 1 !C' !CC' 31.07 .# #.7 0.3 -131.10 110.7 ) - 1 171.0 -0. -1.2 -0.11 -3.#6 1.3# ) - 2 .7 -0.27 -0. -0.01 -1.07 0. ) - 12.10 -0.7 -0.# -0.01 -2.2# 1.3 ) - ( 3#.7 .21 7.## 0.01 16.7 -12.1

) - ) 1.2 2.0 3.1 0.01 7.3 -.76 ) - + SRSS 0.21 0.0 6.0 0.2# -32.73 0.77 ) - - SRSS .3# 7.73 0.7 0.31 -1. .22 ) - / SRSS 1.0 0.#1 1.0 0.02 -3. 2.1 ) - 10 !C' 32.#3 6.1 12.00 -0.1 27.1 -1#.6 ) - 11 !C' !CC' 273.6# .30 .6 0.21 -16.61 -#.67 ) - 12 !C' !CC' 266.# 3.62 #.1 0.23 12.# .1 ) - 1 !C' !CC' 2#7.#0 .# #.7 0.3 -#.3 2#.2 * - 1 12#.7# 23. 3. 0.22 -3#.1 2.2# * - 2 . 1.0 1.7 0.01 -1.33 0.#0 * - 11.6 2.27 3. 0.02 -2.6 1.#2 * - ( 0.76 3.3 .7 0.00 -1.#2 #.#6 * - ) 0.31 1.31 1.67 0.00 -.6 3.#2

* - + SRSS 17.# 0.6 31.6 0.06 -.06 0.70 * - - SRSS 22.70 30.2 1.61 0.1 -1.60 1.33 * - / SRSS 1.0 3.0 .#2 0.0 -3.61 2.3 * - 10 !C' 1#.1 1.6 3.66 0.3 -6.0 7.73 * - 11 !C' !CC' 1.# 31.1 7#.32 0.3 -10.77 1.22 * - 12 !C' !CC' 1#.0 1.2 6.2 0.3 -2.20 62.# * - 1 !C' !CC' 171.6# 1.# #.7 0.3 -#3.1 70.13 * / 1 112.2 23. 3. 0.22 66.7 -.10 * / 2 . 1.0 1.7 0.01 .1 -2.63 * / 11.6 2.27 3. 0.02 #.2 -.03 * / ( 0.76 3.3 .7 0.00 1.70 -1.73 * / ) 0.31 1.31 1.67 0.00 0.7 -0.6 * / + SRSS 17.# 0.6 31.6 0.06 -. 0.## * / - SRSS 22.70 30.2 1.61 0.1 -.73 .76

* / / SRSS 1.0 3.0 .#2 0.0 -13.2 6.23 * / 10 !C' 171.33 1.6 3.66 0.3 137. -66.1 * / 11 !C' !CC' 17.2 31.1 7#.32 0.3 16.2 -3.2 * / 12 !C' !CC' 11.67 1.2 6.2 0.3 61.3 11. * / 1 !C' !CC' 1.72 1.# #.7 0.3 36.#3 -6.76 + 2 1 -1#.3 -1.2 2.0 .7# -2.# -0.7 + 2 2 -1.0# -0.07 0.07 0.0 -0.1# -0.03 + 2 -2.32 -0.1 0.1 0.10 -0.1 -0.0 + 2 ( 1.71 0.11 2. .16 -2.0 0.0 + 2 ) 0.7 0.0 #.1 2.0 -#.6 0.02 + 2 + SRSS 1.62 0.3 33.31 3.7 -3.7 0.2 + 2 - SRSS .0# 0.66 .2 11.2 -2.## 0.17 + 2 / SRSS 3.2 0.21 0.17 0.0 -0.1# 0.06 + 2 10 !C' -2.3 -1.70 61.1 1. -6.1 -0.3

+ 2 11 !C' !CC' -1.0 -0.# 6.60 1. -120.10 -0.12 + 2 12 !C' !CC' -11.# -0.0# 6.7 22.0 -#.3 -0.1# + 2 1 !C' !CC' -3.0 -0.11 60.73 21.6 -103. -0.06 + ) 1 -#.7 2.16 -1.23 -.7 -1#.7 -0.73 + ) 2 -0. 0.12 0.13 -0.07 0.1 -0.0 + ) -1.17 0.2 0.27 -0.1 0.31 -0.0# + ) ( 0.76 -0.1 -1.6 -.36 -23. 0.0 + ) ) 0.30 -0.0 -. -1.72 -#.2 0.02 + ) + SRSS 1.72 0.1 3. .33 -. 0.07 + ) - SRSS 0.7 1.01 10. 10.# -.7 0.33

21



+ ) / SRSS 1.7# 0.0 0.1 0.13 -0.60 0.13 + ) 10 !C' -13.0 3.03 -2.1 -1.6# -71.67 -1.01 + ) 11 !C' !CC' -.21 2. 2. -.23 -111.6 -0.3 + ) 12 !C' !CC' -7.3 3.7 -23.7 1.1 -3.1 -0.2 + ) 1 !C' !CC' -.7 3.16 -0.77 1.02 -#.66 -0.33 - ) 1 -#.7 -2.16 1.23 .7 -1#.7 -0.73 - ) 2 -0. -0.12 -0.13 0.07 0.1 -0.0

- ) -1.17 -0.2 -0.27 0.1 0.31 -0.0# - ) ( 0.76 0.1 1.6 .36 -23. 0.0 - ) ) 0.30 0.0 . 1.72 -#.2 0.02 - ) + SRSS 1.72 0.1 3. .33 -. 0.07 - ) - SRSS 0.7 1.01 10. 10.# -.7 0.33 - ) / SRSS 1.72 0.3# 0.6 0.1 -0.77 0.13 - ) 10 !C' -13.0 -3.03 2.1 1.6# -71.67 -1.01 - ) 11 !C' !CC' -.2 -1. 71. 1.17 -111.63 -0.3 - ) 12 !C' !CC' -7.6 -0.7 .3 20.3 -3.13 -0.2 - ) 1 !C' !CC' -.7# -1.02 6.07 20.2 -#.67 -0.33 - - 1 -1#.3 1.2 -2.0 -.7# -2.# -0.7 - - 2 -1.0# 0.07 -0.07 -0.0 -0.1# -0.03 - - -2.32 0.1 -0.1 -0.10 -0.1 -0.0

- - ( 1.71 -0.11 -2. -.16 -2.0 0.0 - - ) 0.7 -0.0 -#.1 -2.0 -#.6 0.02 - - + SRSS 1.61 0.3 33.31 3.7 -3.7 0.2 - - - SRSS .10 0.66 .2 11.2 -3.00 0.17 - - / SRSS 3.32 0.21 0.1 0.0 -0.22 0.06 - - 10 !C' -2.3 1.70 -61.1 -1. -6.1 -0.3 - - 11 !C' !CC' -0.# 1.76 -20.06 -7.06 -120.13 -0.12 - - 12 !C' !CC' -11.66 2.26 -6.12 0.67 -#.3# -0.1# - - 1 !C' !CC' -3.3 2.2 -2.13 0.0 -103.0 -0.06 / 1 16.63 1.2# #. 12.6# -.62 0.6 / 2 0.6 0.0 3.6 0.# -3.3 0.02 / 1.63 0.12 7.3 1.6 -7.1 0.0 / ( 2. 0.20 0.# 0.30 -1.26 0.07 / ) 0.# 0.06 0.1# 0.12 -0.0 0.03

/ + SRSS 16.00 0. 27.37 3.0 -2.#1 0.37 / - SRSS 3.77 0.76 .20 6.11 -.1 0.12 / / SRSS 2.3 0.17 #.61 2.21 -#.#3 0.0 / 10 !C' 32.#1 2.30 10.67 20.16 -103.2 0.6 / 11 !C' !CC' 2. 2.3 106.21 16. -131.# 1.00 / 12 !C' !CC' 26.10 2.# 6.#3 23.7 -61.73 0.7 / 1 !C' !CC' 3#.1 2.7 100.7# 22.#6 -11.0 0.#7 / * 1 #. -2.1 -3.6# -#.#0 -72.23 0.72 / * 2 0. -0.10 -2.# -0.2 -3.71 0.03 / * 0.# -0.21 -.7 -1.12 -7.#2 0.07 / * ( 1.37 -0.3 0.6 -0. 0.# 0.11 / * ) 0. -0.13 0.33 -0.16 0.37 0.0 / * + SRSS 1.3 0.73 2#.# 3. -1.72 0.3 / * - SRSS 0. 1. 7.6 7.2 -. 0.2

/ * / SRSS 1.3# 0.31 7.27 1.72 -10.#2 0.10 / * 10 !C' 1.63 -3.66 -7#.73 -1.# -107. 1.2# / * 11 !C' !CC' 26.6 -1. -20.00 -.06 -13.2 1.31 / * 12 !C' !CC' 12.## -0.62 -2.2# -2.26 -67.1 1.6 / * 1 !C' !CC' 2.10 -0.63 -2.06 -2.3 -11#.# 1. 10 * 1 #. 2.1 3.6# #.#0 -72.23 0.72 10 * 2 0. 0.10 2.# 0.2 -3.71 0.03 10 * 0.# 0.21 .7 1.12 -7.#2 0.07 10 * ( 1.37 0.3 -0.6 0. 0.# 0.11 10 * ) 0. 0.13 -0.33 0.16 0.37 0.0

22



10 * + SRSS 1.3 0.73 2#.6 3. -1.70 0.3 10 * - SRSS 0. 1. 7.6 7.2 -. 0.2 10 * / SRSS 1.3 0.31 7.17 1.70 -10.60 0.10 10 * 10 !C' 1.63 3.66 7#.73 1.# -107. 1.2# 10 * 11 !C' !CC' 26.6 3.0 #0.3# 1.# -13. 1.30 10 * 12 !C' !CC' 12.# . 6.1 1#.6 -67.13 1.6 10 * 1 !C' !CC' 2.06 .2 6.33 1#.1 -11#.#2 1.

10 / 1 16.63 -1.2# -#. -12.6# -.62 0.6 10 / 2 0.6 -0.0 -3.6 -0.# -3.3 0.02 10 / 1.63 -0.12 -7.3 -1.6 -7.1 0.0 10 / ( 2. -0.20 -0.# -0.30 -1.26 0.07 10 / ) 0.# -0.06 -0.1# -0.12 -0.0 0.03 10 / + SRSS 16.00 0. 27.3# 3.0 -2.#3 0.37 10 / - SRSS 3.76 0.76 .21 6.11 -.17 0.12 10 / / SRSS 2. 0.17 #.7 2.20 -#.66 0.0 10 / 10 !C' 32.#1 -2.30 -10.67 -20.16 -103.2 0.6 10 / 11 !C' !CC' 2.6 -0.76 -37.77 -6.#7 -132.01 1.00 10 / 12 !C' !CC' 26.13 -0. -1.0 -3.#0 -61.76 0.7 10 / 1 !C' !CC' 3#.16 -0. -.1# -. -11.0# 0.#7 11 10 1 3.2 0.2 3.22 0.01 -3.2 0.7

11 10 2 12.#0 0.07 0.6# 0.00 -1.00 0.06 11 10 27.3 0.1 1.6# 0.00 -2.1 0.17 11 10 ( 66. -0.77 -1.6 -0.00 1#.30 -0.#0 11 10 ) 3.60 -0.30 -.1 -0.00 7.6 -0.3 11 10 + SRSS 2.# 0.03 2.1 0.03 -17.2 0.07 11 10 - SRSS 10.30 70.1 0. 0.07 -0.73 11.11 11 10 / SRSS 27.#0 0.7 2.22 0.01 -2.0 0. 11 10 10 !C' 707.63 -0. -2.# 0.02 2#.63 -0. 11 10 11 !C' !CC' 2.6 0.07 #.2# 0.0 -10.02 0.1 11 10 12 !C' !CC' 17.1 70.1 -12. 0.0# 1.22 11.3 11 10 1 !C' !CC' .03 #.66 30.3 0.0# -106.07 11.12 11 11 1 3#.3 0.2 3.22 0.01 6.0 -1.1 11 11 2 12.#0 0.07 0.6# 0.00 2.0# -0.1 11 11 27.3 0.1 1.6# 0.00 .7 -0.32

11 11 ( 66. -0.77 -1.6 -0.00 -36.72 1.7# 11 11 ) 3.60 -0.30 -.1 -0.00 -1.21 0.70 11 11 + SRSS 2.# 0.03 2.1 0.03 -1.# 0.13 11 11 - SRSS 10.30 70.1 0. 0.07 -1.0 6.6 11 11 / SRSS 27.#0 0.7 2.22 0.01 -.26 1.3 11 11 10 !C' 6. -0. -2.# 0.02 -7. 1.06 11 11 11 !C' !CC' .6 0.07 #.2# 0.0 -62.7 1.2 11 11 12 !C' !CC' 00. 70.1 -12. 0.0# -1.2# 6.#6 11 11 1 !C' !CC' 2.6 #.66 30.3 0.0# -#.0# 1.7 12 11 1 27.11 -3.32 -72.00 -0.02 76.21 -3.31 12 11 2 12.61 -0.1 -3.0 -0.00 2.63 -0.12 12 11 27.33 -0.3 -7.2 -0.00 .03 -0.2 12 11 ( 0.1 -0.33 -10.36 0.00 31.0 -1.26 12 11 ) 0.2 -0.13 -.06 0.00 12.36 -0.0

12 11 + SRSS 23.22 0.2# 0.# 0.01 -0.73 0.# 12 11 - SRSS 6.23 .0 2.2 0.1 -2.01 6.#2 12 11 / SRSS 27.72 1.67 6.1 0.02 -.#6 1.6 12 11 10 !C' 02.77 -. -126.22 -0.0 17.72 -7.3 12 11 11 !C' !CC' 331.3 -2.#3 -3.7 -0.01 6.70 -3.# 12 11 12 !C' !CC' 312.3 2.66 -7.6 0.1 106.2 60.73 12 11 1 !C' !CC' 31#.1 3.7 -0.72 0.0# 7.#1 .## 12 12 1 2#.#3 -3.32 -72.00 -0.02 -173.60 6.32 12 12 2 12.61 -0.1 -3.0 -0.00 -#.06 0. 12 12 27.33 -0.3 -7.2 -0.00 -1#.36 0.#

23



12 12 ( 0.1 -0.33 -10.36 0.00 -.62 -0.13 12 12 ) 0.2 -0.13 -.06 0.00 -1.6# -0.0 12 12 + SRSS 23.22 0.2# 0.# 0.01 -62. 0. 12 12 - SRSS 6.23 .0 2.2 0.1 -.# 111.32 12 12 / SRSS 27.72 1.67 6.1 0.02 -22.60 .06 12 12 10 !C' 37#.# -. -126.22 -0.0 -273.0 12.3 12 12 11 !C' !CC' 31.16 -2.#3 -3.7 -0.01 -2#.33 10.6

12 12 12 !C' !CC' 2#. 2.66 -7.6 0.1 -21.23 121. 12 12 1 !C' !CC' 301.#7 3.7 -0.72 0.0# -2.73 66.6# 1 1 1 777.36 1.02 -0.00 0.00 0.00 1.2 1 1 2 30.26 0.11 -0.00 0.00 0.00 0.1 1 1 .# 0.2 -0.00 0.00 0.00 0.2# 1 1 ( 1##.7# -1.2 -0.00 -0.00 0.00 -1. 1 1 ) 76.0 -0. -0.00 -0.00 0.00 -0. 1 1 + SRSS 0.06 0.00 7.3 0.02 -1#2.27 0.01 1 1 - SRSS 21.20 7.0 0.01 0.00 -0.01 16.3 1 1 / SRSS 7.33 1.16 0.0 0.00 -0.07 1.37 1 1 10 !C' 133.62 -1.01 -0.00 -0.00 0.00 -1.12 1 1 11 !C' !CC' 110. 0.02 7.36 0.02 -1#2.33 0.07 1 1 12 !C' !CC' 111#.7 7.77 0.0 0.00 -0.0 16.72

1 1 1 !C' !CC' 10#.61 .12 .01 0.02 -13.## 11#.12 1 1( 1 70.21 1.02 -0.00 0.00 -0.00 -2.33 1 1( 2 30.26 0.11 -0.00 0.00 -0.00 -0.2 1 1( .# 0.2 -0.00 0.00 -0.00 -0. 1 1( ( 1##.7# -1.2 -0.00 -0.00 -0.00 3.31 1 1( ) 76.0 -0. -0.00 -0.00 -0.00 1.30 1 1( + SRSS 0.06 0.00 7.3 0.02 -7.# 0.01 1 1( - SRSS 21.20 7.0 0.01 0.00 -0.01 ##.61 1 1( / SRSS 7.33 1.16 0.0 0.00 -0.06 2.7 1 1( 10 !C' 110. -1.01 -0.00 -0.00 -0.00 2.3 1 1( 11 !C' !CC' 106#.26 0.02 7.36 0.02 -7.01 2. 1 1( 12 !C' !CC' 1102.6 7.77 0.0 0.00 -0.0 102.7 1 1( 1 !C' !CC' 1077. .12 .01 0.02 -3.0 72.#7 1( 1( 1 ##.7 -.72 -0.00 -0.00 0.00 -.7

1( 1( 2 30.6# -0.26 -0.00 -0.00 0.00 -0.21 1( 1( .6# -0.0 -0.00 -0.00 0.00 -0. 1( 1( ( -3.#7 -0.3 -0.00 -0.00 0.00 -2.3# 1( 1( ) -1. -0.2 -0.00 -0.00 0.00 -0.# 1( 1( + SRSS 0.0 0.01 7.33 0.01 -116.2 0.01 1( 1( - SRSS 1#.00 7.23 0.01 0.00 -0.01 10.# 1( 1( / SRSS 6.03 .1 0.03 0.00 -0.0 3.7 1( 1( 10 !C' #00.62 -#.6 -0.00 -0.00 0.00 -12.# 1( 1( 11 !C' !CC' #3.37 -.31 7.33 0.01 -116.26 -7. 1( 1( 12 !C' !CC' 702.1# 1.#3 0.02 0.00 -0.0 #7.7 1( 1( 1 !C' !CC' 76.0 1.63 3.#7 0.01 -63.3 . 1( 1) 1 62.# -.72 -0.00 -0.00 -0.00 1.3 1( 1) 2 30.6# -0.26 -0.00 -0.00 -0.00 0.76 1( 1) .6# -0.0 -0.00 -0.00 -0.00 1.7

1( 1) ( -3.#7 -0.3 -0.00 -0.00 -0.00 -0.16 1( 1) ) -1. -0.2 -0.00 -0.00 -0.00 -0.07 1( 1) + SRSS 0.0 0.01 7.33 0.01 -16.#0 0.01 1( 1) - SRSS 1#.00 7.23 0.01 0.00 -0.02 130.36 1( 1) / SRSS 6.03 .1 0.03 0.00 -0.0 11.03 1( 1) 10 !C' 677. -#.6 -0.00 -0.00 -0.00 21.1 1( 1) 11 !C' !CC' 7.20 -.31 7.33 0.01 -16.#1 16.1 1( 1) 12 !C' !CC' 6.02 1.#3 0.02 0.00 -0.0 16.66 1( 1) 1 !C' !CC' 1.3 1.63 3.#7 0.01 -10.2# 10#.1 1) 1* 1 3.2 0.2 -3.22 -0.01 3.2 0.7

2



1) 1* 2 12.#0 0.07 -0.6# -0.00 1.00 0.06 1) 1* 27.3 0.1 -1.6# -0.00 2.1 0.17 1) 1* ( 66. -0.77 1.6 0.00 -1#.30 -0.#0 1) 1* ) 3.60 -0.30 .1 0.00 -7.6 -0.3 1) 1* + SRSS 2.#1 0.03 2.1 0.03 -17.3 0.07 1) 1* - SRSS 10.2# 70.2 0. 0.07 -0.73 11.13 1) 1* / SRSS 27.#0 0.6 2.2# 0.01 -2.2 0.6

1) 1* 10 !C' 707.63 -0. 2.# -0.02 -2#.63 -0. 1) 1* 11 !C' !CC' 2.6 0.06 7#.7 0.02 -1#.6 0.16 1) 1* 12 !C' !CC' 17.1 70. 17.#2 0.0 -21.3 11.6 1) 1* 1 !C' !CC' .01 #.#0 1.06 0.0 -1.0 11.1 1) 1+ 1 3#.3 0.2 -3.22 -0.01 -6.0 -1.1 1) 1+ 2 12.#0 0.07 -0.6# -0.00 -2.0# -0.1 1) 1+ 27.3 0.1 -1.6# -0.00 -.7 -0.32 1) 1+ ( 66. -0.77 1.6 0.00 36.72 1.7# 1) 1+ ) 3.60 -0.30 .1 0.00 1.21 0.70 1) 1+ + SRSS 2.#1 0.03 2.1 0.03 -1.# 0.13 1) 1+ - SRSS 10.2# 70.2 0. 0.07 -1.0 6.1 1) 1+ / SRSS 27.#0 0.6 2.2# 0.01 -.3# 1.3 1) 1+ 10 !C' 6. -0. 2.# -0.02 7. 1.06

1) 1+ 11 !C' !CC' .6 0.06 7#.7 0.02 -12.1 1.27 1) 1+ 12 !C' !CC' 00. 70. 17.#2 0.0 26.7 67.03 1) 1+ 1 !C' !CC' 2.6 #.#0 1.06 0.0 0.7# 1.76 1* 1+ 1 27.11 -3.32 72.00 0.02 -76.21 -3.31 1* 1+ 2 12.61 -0.1 3.0 0.00 -2.63 -0.12 1* 1+ 27.33 -0.3 7.2 0.00 -.03 -0.2 1* 1+ ( 0.1 -0.33 10.36 -0.00 -31.0 -1.26 1* 1+ ) 0.2 -0.13 .06 -0.00 -12.36 -0.0 1* 1+ + SRSS 23.1# 0.2# 0.# 0.01 -0.72 0.# 1* 1+ - SRSS 6.23 .0 2.2 0.1 -2.00 6.#2 1* 1+ / SRSS 27.6 1.67 6. 0.02 -7.11 1.0 1* 1+ 10 !C' 02.77 -. 126.22 0.0 -17.72 -7.3 1* 1+ 11 !C' !CC' 331.3 -2.#2 137.12 0.0 -16. -3.# 1* 1+ 12 !C' !CC' 312. 2.#0 #7.20 0.1# -12.#6 60.7

1* 1+ 1 !C' !CC' 31#.12 3.7 123.1 0.1 -1.30 .00 1* 1- 1 2#.#3 -3.32 72.00 0.02 173.60 6.32 1* 1- 2 12.61 -0.1 3.0 0.00 #.06 0. 1* 1- 27.33 -0.3 7.2 0.00 1#.36 0.# 1* 1- ( 0.1 -0.33 10.36 -0.00 .62 -0.13 1* 1- ) 0.2 -0.13 .06 -0.00 1.6# -0.0 1* 1- + SRSS 23.1# 0.2# 0.# 0.01 -62.1 0.3 1* 1- - SRSS 6.23 .0 2.2 0.1 -.# 111.31 1* 1- / SRSS 27.6 1.67 6. 0.02 -22.6 .0 1* 1- 10 !C' 37#.# -. 126.22 0.0 273.0 12.3 1* 1- 11 !C' !CC' 31.17 -2.#2 137.12 0.0 7#.6# 10.6 1* 1- 12 !C' !CC' 2#.7 2.#0 #7.20 0.1# 1#.# 121. 1* 1- 1 !C' !CC' 301.# 3.7 123.1 0.1 10#.1 66.6# 1+ 11 1 -2.2 0.10 .20 -0.16 -0.27 0.02

1+ 11 2 -1. 0.01 0.37 0.00 -0.2 0.00 1+ 11 -3.12 0.01 0.76 0.00 -1.10 0.00 1+ 11 ( 2.11 -0.01 6.2 -0.23 -0.0 -0.00 1+ 11 ) 0.63 -0.00 22.# -0.0# -1#. -0.00 1+ 11 + SRSS .61 0.00 .22 0.0 -72.# 0.00 1+ 11 - SRSS 0.#6 0. 1.2# 12.3# -1.10 0.11 1+ 11 / SRSS 3.7 0.07 0.6 0.0 -1.23 0.02 1+ 11 10 !C' -3.1 0.13 166.## -0.# -1.7 0.03 1+ 11 11 !C' !CC' -13. 0.12 176.2 -0.3 -163.0 0.03 1+ 11 12 !C' !CC' -20.10 0.1 12.7 11.## -111.16 0.1

2



22 20 / SRSS 1#.3 0.01 . 0.00 -.6 0.03 22 20 10 !C' 361.02 -0.00 -12.0 -0.00 171.# -0.00 22 20 11 !C' !CC' 313.10 0.01 -3.#2 0.00 .16 0.01 22 20 12 !C' !CC' 2#0.# .06 -7.7 0.1 10.# 62.06 22 20 1 !C' !CC' 2#6. 36.2 -#.2 0.10 .1 6.03 22 21 1 23. -0.00 -70.1 -0.00 -1#.13 0.00 22 21 2 11.# -0.00 -3.31 -0.00 -6.63 0.00

22 21 2.0 -0.00 -7.07 -0.00 -16.6 0.00 22 21 ( 1. -0.00 -10.16 -0.00 -.66 0.00 22 21 ) 0.7 -0.00 -.00 -0.00 -1.#2 0.00 22 21 + SRSS 22. 0.00 0.6 0.00 -62. 0.01 22 21 - SRSS 0.02 .00 0.01 0.1 -0.02 107.3 22 21 / SRSS 1#.3 0.01 . 0.00 -17.3 0.02 22 21 10 !C' 37.6 -0.00 -12.0 -0.00 -2.0 0.00 22 21 11 !C' !CC' 2#.#3 0.01 -3.#2 0.00 -266.# 0.01 22 21 12 !C' !CC' 273.2 .06 -7.7 0.1 -20.1 107.2 22 21 1 !C' !CC' 261. 36.2 -#.2 0.10 -27. 7.# 2 22 1 70. -0.00 -0.00 0.00 0.00 -0.00 2 22 2 26.2 0.00 0.00 0.00 0.00 0.00 2 22 1.07 0.00 0.00 0.00 -0.00 0.00

2 22 ( 1#1. -0.00 -0.00 -0.00 0.00 -0.00 2 22 ) 7.23 -0.00 -0.00 -0.00 0.00 -0.00 2 22 + SRSS 0.07 0.00 7.3 0.00 -1#2. 0.01 2 22 - SRSS 0.10 7.2 0.00 0.00 -0.01 17.16 2 22 / SRSS 6.3 0.03 0.02 0.00 -0.0 0.0 2 22 10 !C' 12.3 -0.00 -0.00 -0.00 0.00 -0.00 2 22 11 !C' !CC' 103. 0.02 7. 0.00 -1#2.0 0.03 2 22 12 !C' !CC' 103.0 7.71 0.03 0.00 -0.0 17. 2 22 1 !C' !CC' 1033.#6 3.3 .0 0.00 -13.10 116.3# 2 2 1 723.37 -0.00 -0.00 0.00 -0.00 0.00 2 2 2 26.2 0.00 0.00 0.00 0.00 -0.00 2 2 1.07 0.00 0.00 0.00 0.00 -0.00 2 2 ( 1#1. -0.00 -0.00 -0.00 -0.00 0.00 2 2 ) 7.23 -0.00 -0.00 -0.00 -0.00 0.00

2 2 + SRSS 0.07 0.00 7.3 0.00 -7.0 0.01 2 2 - SRSS 0.10 7.2 0.00 0.00 -0.01 #7.2 2 2 / SRSS 6.3 0.03 0.02 0.00 -0.0 0.0 2 2 10 !C' 13#. -0.00 -0.00 -0.00 -0.00 0.00 2 2 11 !C' !CC' 103.3# 0.02 7. 0.00 -7.11 0.0 2 2 12 !C' !CC' 103.3 7.71 0.03 0.00 -0.0 #7. 2 2 1 !C' !CC' 101.61 3.3 .0 0.00 -3.11 #.0 2( 2 1 .10 -0.00 -0.00 -0.00 0.00 -0.00 2( 2 2 26.6 -0.00 -0.00 -0.00 0.00 -0.00 2( 2 1. -0.00 -0.00 -0.00 0.00 -0.00 2( 2 ( -1.1 -0.00 -0.00 -0.00 0.00 -0.00 2( 2 ) -0.0 -0.00 -0.00 -0.00 0.00 -0.00 2( 2 + SRSS 0.0 0.00 7.33 0.00 -116.16 0.01 2( 2 - SRSS 0.0 .# 0.01 0.00 -0.01 100.76

2( 2 / SRSS .7 0.02 0.0 0.00 -0.0 0.0 2( 2 10 !C' 60.# -0.00 -0.00 -0.00 0.00 -0.00 2( 2 11 !C' !CC' 1. 0.01 7.3 0.00 -116.1# 0.03 2( 2 12 !C' !CC' 1.7 . 0.02 0.00 -0.02 101.00 2( 2 1 !C' !CC' 32. .72 3.#7 0.00 -63.7 71.2 2( 2( 1 .#3 -0.00 -0.00 -0.00 -0.00 0.00 2( 2( 2 26.6 -0.00 -0.00 -0.00 -0.00 0.00 2( 2( 1. -0.00 -0.00 -0.00 -0.00 0.00 2( 2( ( -1.1 -0.00 -0.00 -0.00 -0.00 0.00 2( 2( ) -0.0 -0.00 -0.00 -0.00 -0.00 0.00

26



2( 2( + SRSS 0.0 0.00 7.33 0.00 -16.## 0.00 2( 2( - SRSS 0.0 .# 0.01 0.00 -0.02 12.0 2( 2( / SRSS .7 0.02 0.0 0.00 -0.17 0.03 2( 2( 10 !C' 627.7 -0.00 -0.00 -0.00 -0.00 0.00 2( 2( 11 !C' !CC' 3.37 0.01 7.3 0.00 -1#.00 0.02 2( 2( 12 !C' !CC' 3.0 . 0.02 0.00 -0.0 12. 2( 2( 1 !C' !CC' 1.# .72 3.#7 0.00 -10.3 66.71

2) 2) 1 30.03 0.00 -2.#6 0.00 2.#6 0.00 2) 2) 2 12.17 0.00 -0.6 0.00 0.#7 0.00 2) 2) 2.#7 0.00 -1.62 0.00 2.0 0.00 2) 2) ( 6.60 -0.00 1.13 -0.00 -16.77 -0.00 2) 2) ) 33.32 -0.00 .3 -0.00 -7.36 -0.00 2) 2) + SRSS 1. 0.00 2.21 0.00 -17.7 0.01 2) 2) - SRSS 0.0 #.73 0.01 0.07 -0.01 10.3 2) 2) / SRSS 20.6 0.01 1.# 0.00 -1.61 0.03 2) 2) 10 !C' 7.# -0.00 2.3 -0.00 -2#.30 -0.00 2) 2) 11 !C' !CC' 36.13 0.02 7#.3 0.00 -1#.1 0.03 2) 2) 12 !C' !CC' 6.73 #.#1 17.1 0.07 -20.1 10.2 2) 2) 1 !C' !CC' 1.6 #.3 0.# 0.0 -13.# 113. 2) 2* 1 332.6 0.00 -2.#6 0.00 -7. -0.00

2) 2* 2 12.17 0.00 -0.6 0.00 -2.02 -0.00 2) 2* 2.#7 0.00 -1.62 0.00 -.31 -0.00 2) 2* ( 6.60 -0.00 1.13 -0.00 37.7 0.00 2) 2* ) 33.32 -0.00 .3 -0.00 1.60 0.00 2) 2* + SRSS 1. 0.00 2.21 0.00 -1.## 0.01 2) 2* - SRSS 0.0 #.73 0.01 0.07 -0.01 63.63 2) 2* / SRSS 20.6 0.01 1.# 0.00 -3.77 0.03 2) 2* 10 !C' 2.76 -0.00 2.3 -0.00 . -0.00 2) 2* 11 !C' !CC' 20.# 0.02 7#.3 0.00 -12.72 0.03 2) 2* 12 !C' !CC' #. #.#1 17.1 0.07 2#.2 6.2 2) 2* 1 !C' !CC' #7.6 #.3 0.# 0.0 1.06 #.6 2* 2* 1 21.62 -0.00 70.1 -0.00 -7.3# -0.00 2* 2* 2 11.# -0.00 3.31 -0.00 -2.7 -0.00 2* 2* 2.0 -0.00 7.07 -0.00 -.6# -0.00

2* 2* ( 1. -0.00 10.16 -0.00 -30.7 -0.00 2* 2* ) 0.7 -0.00 .00 -0.00 -12.06 -0.00 2* 2* + SRSS 22. 0.00 0.6 0.00 -0.1 0.01 2* 2* - SRSS 0.03 3.## 0.01 0.1 -0.01 61.77 2* 2* / SRSS 1#.6 0.02 .1 0.00 -.7 0.03 2* 2* 10 !C' 361.02 -0.00 12.0 -0.00 -171.# -0.00 2* 2* 11 !C' !CC' 313.03 0.01 13.0 0.00 -162.2 0.03 2* 2* 12 !C' !CC' 2#0. .06 #3.7 0.1 -122.02 62.07 2* 2* 1 !C' !CC' 2#6.0 36.2 120.00 0.10 -12. 6.03 2* 2+ 1 23. -0.00 70.1 -0.00 1#.13 0.00 2* 2+ 2 11.# -0.00 3.31 -0.00 6.63 0.00 2* 2+ 2.0 -0.00 7.07 -0.00 16.6 0.00 2* 2+ ( 1. -0.00 10.16 -0.00 .66 0.00 2* 2+ ) 0.7 -0.00 .00 -0.00 1.#2 0.00

2* 2+ + SRSS 22. 0.00 0.6 0.00 -62. 0.01 2* 2+ - SRSS 0.03 3.## 0.01 0.1 -0.02 107.3 2* 2+ / SRSS 1#.6 0.02 .1 0.00 -17.7 0.02 2* 2+ 10 !C' 37.6 -0.00 12.0 -0.00 2.0 0.00 2* 2+ 11 !C' !CC' 2#.6 0.01 13.0 0.00 7.0 0.02 2* 2+ 12 !C' !CC' 273.37 .06 #3.7 0.1 16.6 107.3 2* 2+ 1 !C' !CC' 261.3 36.2 120.00 0.10 107.1 7.# 2+ 20 1 -2.#1 0.00 .31 -0.00 -#.0 0.00 2+ 20 2 -1.2 0.00 0.36 -0.00 -0.3 0.00 2+ 20 -3.03 0.00 0.62 -0.00 -1.12 0.00

2#



2+ 20 ( 2.03 -0.00 .6 -0.00 -6.6 -0.00 2+ 20 ) 0.60 -0.00 22.3 -0.00 -1#.13 -0.00 2+ 20 + SRSS .#3 0.00 .02 0.00 -72.63 0.00 2+ 20 - SRSS 0.00 0. 0.01 12.03 -0.01 0.11 2+ 20 / SRSS 2.77 0.00 1.13 0.01 -1.3 0.00 2+ 20 10 !C' -3.23 0.00 16.61 -0.00 -12.7# 0.00 2+ 20 11 !C' !CC' -13.0 0.00 17.6 0.01 -160.7# 0.00

2+ 20 12 !C' !CC' -1#.# 0.6 121.6 12.0 -107.# 0.12 2+ 20 1 !C' !CC' -1.16 0.3 1#.2 6.1 -16.#3 0.06 2+ 2 1 -.#7 -0.00 -3.31 0.00 -3.33 0.00 2+ 2 2 -0.26 -0.00 0.07 0.00 0.1 0.00 2+ 2 -0.1 -0.00 0.1 0.00 0.31 0.00 2+ 2 ( 0.1 0.00 -1.#1 -0.00 -.0 -0.00 2+ 2 ) 0.1 0.00 -1.7 -0.00 -16.27 -0.00 2+ 2 + SRSS 0. 0.00 1.2 0.00 -7.1 0.00 2+ 2 - SRSS 0.00 0.1 0.01 10.# -0.01 0.13 2+ 2 / SRSS 0.6 0.00 0. 0.01 -0. 0.00 2+ 2 10 !C' -.63 -0.00 -127.3# 0.00 -137.1 0.00 2+ 2 11 !C' !CC' -3.2 0.00 -21.10 0.01 -1.3 0.00 2+ 2 12 !C' !CC' -3.# 0. -62.33 10.# -6#.23 0.1

2+ 2 1 !C' !CC' -3.61 0.32 -3#.1 7.# -12.2# 0.10 2- 2 1 -.#7 0.00 3.31 -0.00 -3.33 0.00 2- 2 2 -0.26 0.00 -0.07 -0.00 0.1 0.00 2- 2 -0.1 0.00 -0.1 -0.00 0.31 0.00 2- 2 ( 0.1 -0.00 1.#1 -0.00 -.0 -0.00 2- 2 ) 0.1 -0.00 1.7 -0.00 -16.27 -0.00 2- 2 + SRSS 0. 0.00 1.2 0.00 -7.1 0.00 2- 2 - SRSS 0.00 0.1 0.00 10.6 -0.00 0.13 2- 2 / SRSS 0.6 0.00 0.6 0.00 -0.6 0.00 2- 2 10 !C' -.63 0.00 127.3# -0.00 -137.1 0.00 2- 2 11 !C' !CC' -3.3 0.00 1. 0.00 -1.1 0.00 2- 2 12 !C' !CC' -3.# 0. 63.20 10.6 -6#.2 0.1 2- 2 1 !C' !CC' -3.62 0.32 12.36 7.# -12.32 0.10 2- 2* 1 -2.#1 0.00 -.31 0.00 -#.0 -0.00

2- 2* 2 -1.2 0.00 -0.36 0.00 -0.3 -0.00 2- 2* -3.03 0.00 -0.62 0.00 -1.12 -0.00 2- 2* ( 2.03 0.00 -.6 0.00 -6.6 -0.00 2- 2* ) 0.60 0.00 -22.3 0.00 -1#.13 -0.00 2- 2* + SRSS .#3 0.00 .00 0.00 -72.62 0.00 2- 2* - SRSS 0.00 0. 0.00 12.03 -0.00 0.11 2- 2* / SRSS 2.61 0.00 1.1 0.00 -1.3# 0.00 2- 2* 10 !C' -3.23 0.00 -16.61 0.00 -12.7# -0.00 2- 2* 11 !C' !CC' -13.03 0.00 -.#7 0.00 -160.60 0.00 2- 2* 12 !C' !CC' -1#.# 0.6 -116.#7 12.03 -107.## 0.12 2- 2* 1 !C' !CC' -1.17 0.3 -61.22 6.1 -16.# 0.06 2/ 21 1 23.6# -0.00 16.2 -0.00 -120.7 -0.00 2/ 21 2 1.13 -0.00 7.7 -0.00 -.2# -0.00 2/ 21 2.1 -0.00 1.2 -0.00 -13.1 -0.00

2/ 21 ( 3. -0.00 2.3 -0.00 -3. -0.00 2/ 21 ) 1.3 -0.00 0.## -0.00 -1.3 -0.00 2/ 21 + SRSS 13.2# 0.00 3.11 0.00 -6.6 0.00 2/ 21 - SRSS 0.00 1.2 0.01 7.#1 -0.01 0.30 2/ 21 / SRSS 2.2 0.00 1. 0.00 -12.30 0.00 2/ 21 10 !C' 2.7 -0.00 22#.63 -0.00 -16#.63 -0.00 2/ 21 11 !C' !CC' .21 0.00 220.#1 0.00 -20.1 0.00 2/ 21 12 !C' !CC' 31.#2 1.2 177.61 7.#0 -17.0 0.31 2/ 21 1 !C' !CC' 0.2 0.6# 202.2 .# -163.0 0.22 2/ 2( 1 .7 0.00 -11#.12 0.00 -131.#1 -0.00

30



2/ 2( 2 0.23 0.00 -.2# 0.00 -7.0 -0.00 2/ 2( 0.6 0.00 -13.2 0.00 -1.0 -0.00 2/ 2( ( 0.# 0.00 0.3 0.00 0.# -0.00 2/ 2( ) 0.27 0.00 0.17 0.00 0.36 -0.00 2/ 2( + SRSS 12.# 0.00 7.1 0.00 -7.# 0.00 2/ 2( - SRSS 0.00 1.# 0.02 .7 -0.02 0.2 2/ 2( / SRSS 0. 0.00 10. 0.00 -13.13 0.00

2/ 2( 10 !C' 6.7 0.00 -160.11 0.00 -1#6.76 -0.00 2/ 2( 11 !C' !CC' 1#.3 0.00 -1.71 0.00 -212.6# 0.00 2/ 2( 12 !C' !CC' .36 1.# -10#.1# .77 -1.#7 0.2 2/ 2( 1 !C' !CC' 1.3 1.1# -7#.# .76 -1#0.1 0.37 0 2( 1 .7 -0.00 11#.12 -0.00 -131.#1 -0.00 0 2( 2 0.23 -0.00 .2# -0.00 -7.0 -0.00 0 2( 0.6 -0.00 13.2 -0.00 -1.0 -0.00 0 2( ( 0.# -0.00 -0.3 -0.00 0.# -0.00 0 2( ) 0.27 -0.00 -0.17 -0.00 0.36 -0.00 0 2( + SRSS 12.# 0.00 7.1 0.00 -7.# 0.00 0 2( - SRSS 0.00 1.# 0.01 .7 -0.01 0.2 0 2( / SRSS 0.7 0.00 10.7 0.00 -13.1# 0.00 0 2( 10 !C' 6.7 -0.00 160.11 -0.00 -1#6.76 -0.00

0 2( 11 !C' !CC' 1#.33 0.00 16.27 0.00 -212.66 0.00 0 2( 12 !C' !CC' .37 1.# 136.7# .77 -1.# 0.2 0 2( 1 !C' !CC' 1.3 1.1# 16.03 .76 -1#0.0 0.37 0 2+ 1 23.6# 0.00 -16.2 0.00 -120.7 -0.00 0 2+ 2 1.13 0.00 -7.7 0.00 -.2# -0.00 0 2+ 2.1 0.00 -1.2 0.00 -13.1 -0.00 0 2+ ( 3. -0.00 -2.3 0.00 -3. 0.00 0 2+ ) 1.3 -0.00 -0.## 0.00 -1.3 0.00 0 2+ + SRSS 13.2# 0.00 3.11 0.00 -6.6 0.00 0 2+ - SRSS 0.00 1.2 0.02 7.#1 -0.01 0.30 0 2+ / SRSS 2.2 0.00 1. 0.00 -12.3# 0.00 0 2+ 10 !C' 2.7 0.00 -22#.63 0.00 -16#.63 -0.00 0 2+ 11 !C' !CC' .21 0.00 -#.# 0.00 -20.0 0.00 0 2+ 12 !C' !CC' 31.#3 1.2 -137.76 7.#0 -17.0 0.31

0 2+ 1 !C' !CC' 0.2 0.6# -113.17 .# -163.0 0.22 1 2- 1 3.2 -0.2 3.22 -0.01 -3.2 -0.7 1 2- 2 12.#0 -0.07 0.6# -0.00 -1.00 -0.06 1 2- 27.3 -0.1 1.6# -0.00 -2.1 -0.17 1 2- ( 66. 0.77 -1.6 0.00 1#.30 0.#0 1 2- ) 3.60 0.30 -.1 0.00 7.6 0.3 1 2- + SRSS 2.## 0.03 2.16 0.03 -17. 0.0 1 2- - SRSS 10.31 70.1 0. 0.07 -0.73 11.12 1 2- / SRSS 27.7 0.# 2.2 0.01 -2. 0.# 1 2- 10 !C' 707.63 0. -2.# -0.02 2#.63 0. 1 2- 11 !C' !CC' 2.6 0.0 #.3 0.02 -10.12 0.6 1 2- 12 !C' !CC' 17. 71.0 -12.0 0.0 1.1 11.66 1 2- 1 !C' !CC' .02 0.31 30.7 0.0 -106.13 11. 1 2/ 1 3#.3 -0.2 3.22 -0.01 6.0 1.1

1 2/ 2 12.#0 -0.07 0.6# -0.00 2.0# 0.1 1 2/ 27.3 -0.1 1.6# -0.00 .7 0.32 1 2/ ( 66. 0.77 -1.6 0.00 -36.72 -1.7# 1 2/ ) 3.60 0.30 -.1 0.00 -1.21 -0.70 1 2/ + SRSS 2.## 0.03 2.16 0.03 -1.## 0.1 1 2/ - SRSS 10.31 70.1 0. 0.07 -1.1 6.# 1 2/ / SRSS 27.7 0.# 2.2 0.01 -.33 1.37 1 2/ 10 !C' 6. 0. -2.# -0.02 -7. -1.06 1 2/ 11 !C' !CC' .7 0.0 #.3 0.02 -62.6 0.21 1 2/ 12 !C' !CC' 00.36 71.0 -12.0 0.0 -1.3 6.#

31



1 2/ 1 !C' !CC' 2.6 0.31 30.7 0.0 -#.17 0.70 2 2/ 1 27.11 3.32 -72.00 0.02 76.21 3.31 2 2/ 2 12.61 0.1 -3.0 0.00 2.63 0.12 2 2/ 27.33 0.3 -7.2 0.00 .03 0.2 2 2/ ( 0.1 0.33 -10.36 -0.00 31.0 1.26 2 2/ ) 0.2 0.13 -.06 -0.00 12.36 0.0 2 2/ + SRSS 23.22 0.26 0.# 0.01 -0.73 0.7

2 2/ - SRSS 6.27 .0 2.26 0.1 -2.03 6.#3 2 2/ / SRSS 27.0 1.#1 6.# 0.02 -.## 1. 2 2/ 10 !C' 02.77 . -126.22 0.0 17.72 7.3 2 2/ 11 !C' !CC' 331.33 .76 -3.7 0.0 6. .67 2 2/ 12 !C' !CC' 312.2 0.1 -7.7 0.16 106.22 #0.# 2 2/ 1 !C' !CC' 31#.12 .17 -0.71 0.1 7.66 .61 2 0 1 2#.#3 3.32 -72.00 0.02 -173.60 -6.32 2 0 2 12.61 0.1 -3.0 0.00 -#.06 -0. 2 0 27.33 0.3 -7.2 0.00 -1#.36 -0.# 2 0 ( 0.1 0.33 -10.36 -0.00 -.62 0.13 2 0 ) 0.2 0.13 -.06 -0.00 -1.6# 0.0 2 0 + SRSS 23.22 0.26 0.# 0.01 -62.3 0.1 2 0 - SRSS 6.27 .0 2.26 0.1 -.00 111.33

2 0 / SRSS 27.0 1.#1 6.# 0.02 -22.73 .13 2 0 10 !C' 37#.# . -126.22 0.0 -273.0 -12.3 2 0 11 !C' !CC' 31.1 .76 -3.7 0.0 -2#.33 -.2 2 0 12 !C' !CC' 2#. 0.1 -7.7 0.16 -21.2 10.6 2 0 1 !C' !CC' 301.# .17 -0.71 0.1 -2.73 71.7#

32



CHAPTER 4

DESIGN OF A STRUCTURAL ELEMENT

33



4.1 GIRDER COMPUTATION

>c'12 da5c$2

>a'3000 da5c$2

4.1.1 On fiel

S95K$"%96 ++.

3



b'30c$hp'1 c$h'0c$lc'.-0.'$'00c$b'hp'#0c$a b'2. c$φ =2c$a' a b +φ/2=3.5c$h0'h-a'.c$

( ) daNcmh

h Rhb M p

c p

pl

cap 2720.7.121302

0 =−⋅⋅=

−⋅⋅=

bp'b+2b'210c$Cet

c'$aC1 C2/P$a'137#.6 da5$'137#.6J10-2 da5c$2

C1'1511JP$aJlc2'31302.27 daJc$C2'C3'151JP$aJlc2'2101. daJc$Cet

c'C1K pl

cap M

L0' Cetc5 bpJh2

0J>c/'0.00370037.0211 0 =−−= β ξ

2

0 63.1 cm R

Rhb A

a

c

p

c

a =⋅⋅⋅= ξ

4.1.2 On !e"#in$

b'30c$h'0c$h0'h-a'.c$

3

0 h0

30

M cap

bxRc

Aa R

a



Cet> '$aC9 C!/

cmdaN l P M cext B ⋅=⋅= 7#.201

1

1 2

C!'C2'2101. daJc$

Cet

> ' C9'2. MJ$est

R

pl

cap M M >

L0' Cet> 5 bpJh2

0J>c/'0.00210021.0211 0 =−−= β ξ

2

06.1 cm

R

Rhb A

a

c R

a =⋅⋅⋅= ξ

4.2 COLUMN COMPUTATION

lc'10c$

daN l p

T c

nax

.2062

$aA =⋅

=

b'0c$h'0c$>a'3000 da5c$2

>c'10 da5c$2

Aa'ANa

3



'bJJ>c

.00

≤=h

xξ

h0'h-a'.c$'0.Jh0'2c$

n'bJJ>c'10#200 daeoc'C5+ea

ea'$a2 c$ h530/'2 c$C'C$a

'1#.6MnJ$'1#.6J10 daJc$eoc'17.c$

2OOO7.

/252

/2525/

2/

2/

22 cm

ah R

xh R xb Ne A Aa

h R Aa

h R A

xhbxRe N

a

coc

aaaaacoc a=

−−⋅⋅−

==⇒−+−+−=⋅

4.3 SLA% COMPUTATION

4.3.1 COMPUTATION OF THE SLA% OF THE INTERMEDIAR& FLOOR

• P>9=$$%6>< @9#$&% 4? 9=99%7#

9ecause the inter$ediary loor is circulated it is i$posed that the $ini$u$ thic&nesso the slab is h p$in 10 c$.

It $ust be ensured a thic&ness o the continuous slab hl

p $in ≥01

it is reco$$ended

≈l 01

3

/ ,here l 01 is the s$allest span o the slab.

• E#76=$#;9%7 4? 7;9 #767$5 @$6&>6

4or unior$ly distributed loads on all the slab surace the continuous slabs are beha*ingas ollo,ing

- on the bearings corresponding to the construction contour the beha*ior is si$ilar to ansi$ply supported one

- on the inter$ediary bearings the beha*ior is si$ilar to an restrained one4or alternating distributed loads in the ad)acent ields the continuity eect is $aniested

through rotations o the bearing sections so as e*ery inter$ediary span can be considered asindependent si$ply supported.

37



!orner panel " restrains type ( Carginal panel " restrains type )

Static diagra$s

• L46@# 96="67$4% 4% 2 4? #=6

o L'"( f#') *+e ,-##en* "#) fl''#

r.crt.

;oad na$eγ

Fda5$3GThic&nessF$G


1. !utting area +supportlayer - - #00 13 121.

2.>einorced concreteslab 200 010 200 13 337.

3. 4a&e ceiling - - 00 13 13. Tearing ,alls - - 100 13 202. T?TA; <@A< ;?A<S #00 - 7#.. ;IH@ ;?A< - - 2000 0 1 300.0

36

l 1

c$ ce$ent loor

1c$ rein. concrete slab

@Bui*.,ith type Q1Rrestrain

l

2

Conventional computation diagramsFor alternating loads

l 2

l 1

l 2

l 1



0 0

T?TA; ;?A<SBearthBua&e Bnor$at

-Bco$putation

730 7#0 10#.

o L'"( f#') *+e ,-##en* ,'l fl''#

r.crt.

;oad na$e

Fda5$3GThic&nessF$G


1. Cosaic - - 1000 1.3 13.0

2.>einorced concreteslab 200 010 200 1.3 337.

3. 4a&e ceiling 1#00 001 1#0 1.3 #3.1 T?TA; <@A< ;?A<S 1#0 - .. ;i*e load - - 3000 0.0 1.0 0.0

T?TA; ;?A<S BearthBua&e Bnor$at

- Bco$putation

2# 71# 101.

• S767$5 54"767$4%

The static co$putation is done in the elastic do$ain utili%ing the tables $ade ordierent restraining conditions.

4or the e*aluation o the $ai$u$ bending $o$ents in the characteristic sections on bearings an on supports the te$porary loads distribution is ta&en into consideration in the $ostuna*orable hypothesischess distribution or the $ai$u$ bending $o$ents on ields anddistribution on all the surace or the $ai$u$ bending $o$ents on bearings/.The static diagra$ or the co$putation o the $ai$u$ bending $o$ent on ield

3#

p p

+

B ' g + p52

BR ' p52

g



110.0 da$5$333. da$5$

613.6 da$5$

2. da$5$

4ro$ the tables it results - 0#2.011 =α

- 02.021 =α

- 03.01 =α

- 01#1.02 =α

- 0.01 =β

- 3#.02 =β

2

111

2

111 6003.0VO ××=±= l ql q M α α

C1 '

2

211

2

2

O

22 6001#1.0V ××=±= l ql q M α α

C2 '

C1 ' ( ) mdaNml p g 53.226076.6200.06

1

6

1 22

11 −=×××−=+− β

C2 ' mdaNml p g 5.1610.6203#.06

1/

6

1 22

22 −=×××−=+− β

P6%9= 7<9 )

17.176

0

1

2 ≅==l

l λ

4ro$ the tables it results - 0#2.011 =α

- 02.012 =α

- 027.01 =α

- 012#.02 =α

1

l1

l2

M1

M2

C

2 C1

M1



#3.da$5$171.6 da$5$

1.6 da$5$73. da$5$

- 767.01 =β

- 212.02 =β

=××±××= 22

1 76.100#2.076.0027.0 M

=××±××= 22

2 0.1002.00.0012#.0 M

C1 ' mdaNm 5.16076.620767.012

1 2 −=×××−

C2 ' mdaNm 5#.10210.620212.0

6

1 2 −=×××−

• C;95$%& 4? 7;9 #=6 ;9$&;7

The plates reinorced on t,o directions are rationally $ade ,hen the reinorce$ent percentage-on each direction ta&en separately is li$ited to 0...0W. In the bearing sections,here the reinorce$ent is don eon one direction perpendicularly on the bearing direction theopti$u$ reinorce$ent percentage goes until 06...10W.

o P#eli)in"#/ e(i$n 'n fiel (e,*i'n( ''Xthe biggest reBuency belongs to the

$o$ent sections

C1' #3. da$5$

C1'#.da$5$ ''X C ' #00 da$5$(

Caterials ?937 ''X > a' 2100 da5c$29c 2 ''X > c' 10 da5c$2.

W0...0≅optim p

4or p ' 0W ''X 00.0= µ ''X 0.010

210000.0 =×=optimξ ( r ' .26

2

b=100cm

h0



or p ' 0W ''X 00.0= µ ''X Y 07.010

210000.0 =×=optimξ ( r ' 3.6

,here( )ξ ξ .01

1

−=r (

( ) cmbR

M

r h cnec .10...2.#10100

000.#00

26.67.30 =

×÷==

hnec' h0nec U + a ' 10.J U2. ' 13 c$

o P>9=$$%6>< @9#$&% 4% 7;9 96>$%& #957$4%#.

The biggest reBuency belongs to the $o$ent sections C1'Y-160.da$5$ EiC1' -120.2 da$5$( it can be ta&en into consideration the $ediu$ *alue o the design stressC$a ' 1700 da$5$ and an opti$u$ reinorce$ent percentage p ' 0.6W.

4or p ' 0.6W ''X Y 006.0= µ ''X Y 112.010

2100006.0 =×=ξ ''X r '3.07

cmh nec 3.1110100

17000007.30 =

×=

hnec' 11.3 +2. ' 13.60 c$It is adopted + 0 14 ,) and the concrete co*ering ,ill be considered 1. c$.

o D9#$&%$%& 7;9 #957$4%#!o$$on ele$ents ''X section bZh ' 100Z13 c$

h0 ' h - a b " [52 ' 1 - 1 -1052 ' 12 c$ on ield on direction 1 and on bearings/h02 ' h0 " [ ' 12 - 1 ' 11 c$ on ield on direction 2/

Caterials ?937 ''X > a' 2100 da5c$29c 2 ''X >c' 10 da5c$2.

Paneltype

Cai$u$ $o$entsdac$5$/

h0

c$/

B M

bh Rc0

0

=ξ = − −1 1 2

a

c

R

Rhb Aa 0⋅⋅= ξ

c$2/

C1 110.00

C2 61.360

1211

000#002

002#006

732

3

b=100cm

h0



Paneltype

Cai$u$ $o$entsdac$5$/

h0

c$/

B M

bh Rc

0

0

=ξ = − −1 1 2

a

c

R

Rhb Aa 0⋅⋅= ξ

c$2/

C1 -226.030

C2 -16.10

12

12

012

00#2

0137

00#7

#3

767

C1'#.30C2'.160C1'-16.00C2'-102.1#0

12111212

002000260101003

0030037010720060

2031262

o P=679 >9$%?4>599%7 =6%



CHAPTER

THE COMPUTATION OF A FOUNDATION



FOUNDATION DESIGN

A. Gene#"li*ie(

The designing o the reinorced concrete isolated oundations is done according to thecode P1125200.4or deter$ining the illings and *egetal soil layers the studying o the stratiication and

o the subterranean ,ater le*el it is needed an geotechnical study.Ater the researches ,ere done it ,as established the ollo,ing layers successions

• dirt illings ,ith thic&ness o 1.70 " 1.#0$ *ariables " consolidated(• at clay blac& bro,n plastic at an thic&ness o .0-.0(• silty dust ,ith sand passing ,ith thic&ness o .0 " .0$(• based $arny clay situate dat o*er 10.0$.

4or si%ing the oundations the oundation soil carrying capacity $ust be co$putedaccording to STAS 330052-6 and it resulted

• or loads ro$ the unda$ental grouping Pli$it '10 &Pa• or loads ro$ the special grouping Pcritical '200 &Pa co$puted or oundations o 100 $

,idth and oundations depths o 2.00 $ ,idth ro$ the !T.4ro$ this study ,e can dra, the ollo,ing conclusions

a/ The *eriied ground doesnt rise general stability proble$s and it isnt easily looded( b/ The subterranean ,ater le*el ,as intercepted at $ ro$ the !.T.. according to

the anneed analy%e charts(c/ As digging the soil is ra$ed according to the Ts !?<@ as ollo,d/ 4illing " $iddle soil o second category(e/ 4at clay " $iddle soil o second category(

/Sandy silt " $iddle soil o the irst category(g/ Carny clay " $iddle soil o second category (h/ The ro%en depth Iassy district is 0.# $.

%. P#eli)in"#/ e(i$n 'f *+e f'-n"*i'n(

The preli$inary design o oundations ,ill be done according to the speciications o the code P1125200the di$ensions ,ill be established respecting the ollo,ing conditions

− the $ini$u$ ree%ing depth or Iassy area is 0.#0 $ < '0.#0 + 0.2 $/− the $ini$u$ di$ensions or rigid oundations − the $ini$u$ height o the oundation bloc& 0 c$(− the $ini$u$ height o the pad 30 c$.

The di$ensions o the pad ,ill be chosen according to the relation

.0....0== B

b

L

l cc ( or oundation bloc&s ,ith t,o or three steps



5 L N

M e

t

L

L ≤=

cmcme L

03.36#27

2#6300 ≤== -the condition is ulilled the aial orce is situated in the

central core/

D. C+e,in$( 'n *+e f'-n"*i'n !l',

The oundations chec&ings are $ade or the $ost una*orable hypothesis and loadco$binations. 4or the analy%ed structure the $ost una*orable stresses ha*e resulted ro$ theunda$ental grouping. The eecti*e pressure at the base o the oundation $ust satisy the

ollo,ing conditions pl e"

p p ⋅≤ 2.1$aA 5221

BL

M

L B

!! N p L B#A$ tt ±

×

++=

2

21 5#.15300220

2#6300

300220

1007cmdaN p =

⋅+

×=

25#212.1 cmdaN p pl =⋅ the condition is chec&ed02 ≥ p

2

22 51.15300220

2#6300

300220

1007cmdaN p =

⋅−

×= the condition is chec&ed

E. P" ,')0-*"*i'n

The eecti*e area 2100 cmbl Accc =×=

cml l

l b

cmbb

l l

sc %c

sc xc

2

32

1

1

=−

==

=−

==

The co$putation o the pressures at the base o the pad is done ,ith the relations

5221

cc

L

cc

B#A$ t

l b

M

l b

!! N p ±

×

++= 2

1 5.7 cmdaN p =→

2

2 57. cmdaN p =→

( ) 72120 =−−

+= p pl

l l p p

c

xc da5c$2

6



( ) 7.2123 =−−

+= p pb

l b p p

c

%c da5c$2

6.=med p da5c$2

The co$putation o stressed is done ,ith the relations

7.6##13

/2

2

101

2

10 =→

−+⋅⋅= & ccc x M

l p p

l pb M dac$

.#70#672

2

1 =→⋅⋅= %c

med c % M b

pl M dac$

The co$putation o the reinorce$ent is done using the relations B Rhb M

c ⋅⋅⋅≤ 2

0 ro$ ,here ,e get

coxc

x x

Rhl

M B

⋅⋅=

2 co%c

%

% Rhb

M B

⋅⋅=

2

The pad ,ill be reinorced at the inerior side ,ith an net o independent bars the$ai$u$ distance bet,een the$ has to beat least 2 c$.

The $ini$u$ reinorce$ent percentage or the pad is 00W the $ini$u$ arearesulting ater the sectional di$ensions .I the eecti*e area resulted ro$ the co$putation islo,er than the $ini$u$ area gi*en by the $ini$u$ reinorce$ent percentage it ,ill be usedthe $ini$u$ area gi*en by the $ini$u$ reinorce$ent percentage.

> c '12 da5c$2

> a'3000da5c$2

]1 ]2/' ]12h0'hc-ab- ]152- ]252'0--0.-0.'3.6c$ h0y'hc-ab- ]252'0--0.'.c$

01.0= x B 02.0= % B

B211 −−=ξ 0hb

R

R A

a

c

a ⋅⋅⋅=→ ξ

01.0= xξ 21.3 cm Aax =→

02.0= %ξ 2#6. cm A

ax =→

#



CHAPTER

THERMAL DESIGN

0



6.1 THERMAL DIMENSIONING VERIFICATION

The calculus o the global ther$al insulation coeicient is $ade or the ground loorentresol and or the irst le*el.

According to !10751-#7 this chec&ing is $ade ,ith the ollo,ing relationship N !! ≤

,here − = represents the global rated ther$al insulation coeicient FD5$2MG− = is the ther$al insulation coeicient FD5$2MG

A. The deter$ination o the geo$etric characteristics o the building @terior ,alls area A1

2

1

.11#2/06.1.17

/6.106.1#1.17#.17/06.1#.1776.107.1#

m

A

⋅=××+

×+×+×+×=

Terrace loor area A2 2

2 3.3220.137.32 m A ⋅=×= 4loor o*er the base$ent

2

33.3220.137.32 m A ⋅=×= no losses considered/

The *olu$e o the building 311 m' ⋅= The peri$eter m P ⋅= #2

The reerence te$peratures # T i20+= # T e

16−=

9. <eter$ination o unidirectional speciic ther$al

$ea$ $( R R R R R +++= ∑∑ ,here>- is the speciic unidirectional ther$al strength F$2M5DG

λ

d R = ,here d " is the thic&ness o the ho$ogeneous layer F$G

^ " is the design ther$al conducti*ity FD5$MG > s- represents the speciic ther$al strength o an unior$ layer F$2M5DG > a " represents the ther$al strength o an air layer F$2M5DG> SiSe " is the interior supericial ther$al strength and eterior respecti*ely F$2M5DG

e

$e

i

$i R Rα α

1(

1 ==

ie " is the interior supericial ther$al transer coeicient and eterior respecti*ely FD5$2MGi'6 and e'2 or the ele$ents that are in contact ,ith the eterior/

1



<N308<98

li.ht ;ei.htc#$crete

c#rru.ate% ir#$

c#rru.ate% ir#$

+#l"uretha$e !#am

0=308<98

E5*e#i'# "ll

1./ @terior corrugated iron o the sand,ich panel

d ' 0.2 c$( _ ' 760 &g5$3( ^ ' 0. D5$&

2./ Polyurethane oa$

d ' c$( _ ' 20 &g5$3( ^ ' 0.0 D5$&

3./ Interior corrugated iron o the sand,ich paneld ' 0.2 c$( _ ' 760 &g5$3( ^ ' 0. D5$&

./ ;ight ,eight concrete ,all

d ' 30 c$( _ ' 200 &g5$3( ^ ' 1.2 D5$&

12.06

11===

i

$i Rα

02.02

11===

e

$e Rα

)allsexternal "or Rnec R

R

R

.1.2

007.02.1007.00.0071.112.0

.0002.0

0.00.0

.0002.0

26.03.0

21

61

=>=

+++++=

+++++=

Infe#i'# 0l"*e

2



1./ >einorced concrete plate

d ' 0.13 $( _ ' 760 &g5$3( ^ ' 1.7 D5$&

2./ ;e*eling layer

d ' 0.03 $( _ ' 2100 &g5$3( ^ ' 0.#3 D5$&

3./ Ther$al insulation $ade ro$ polystyrene

d ' $( _ ' 20 &g5$3( ^ ' 0.0 D5$&

./ Cortar layer ce$ent/

d ' 0.03 $( _ ' 2100 &g5$3 ( ^ ' 0.#3 D5$&

./ Cosaic layer

d ' 0.02 $( _ ' 2000 &g5$3( ^ ' 1.1 D5$&

∑ ++=n

e

i

*

i)

+ m R

d R R

1

2

GFλ

T;9 ?4==4$%& 54%@$7$4% $# $4#9@ RR %95

cmmd

x x

x

i& ⋅==

⇒=×−=⇒=+

=+

+++++

606.0

07.00.0/261.0200.2261.00.0

26#.002.0#3.0

03.0

1.1

02.0

0.0#3.0

03.0

7.1

13.012.0

GF00.201.200.226#.00.0

06.0 2

)

+ m≥⇒≥+

3



10. 4a&e ceiling

d ' 0.0 $( _ ' 20 &g5$3( ^ ' 0.0 D5$&

.3GF1

2

=≥++= ∑ nec

n

e

i

*

i R)

+ m

R

d

R R λ

I7 $# 54%#$@9>9@ 7;67 nec R R =

⇒+

++++++++ 02.0

0.0

0.0

#3.0

12.0

#3.0

10.0

0.0#3.0

03.0

#3.0

0.0

6.0

02.0

03.2

03.012.0

,

( ) cmm , ,

100#.00.03.1.3.33.1

21.0

≈=∗−=⇒=+

>⇒≥+

==

)

+ m

cmmd i&

2

.3#0.3.33.10.0

10.0

1010.0

!. The deter$ination o the speciic corrected ther$al strength

It is used the $ethod o the linear and punctual speciic coeicients o the ther$al

transer( the calculus is $ade or the construction ele$ents ,ith ther$al bridges at theeterior ,alls and at the plate o*er the inal loor plate/.

The calculus o the !orrected speciic ther$al strength

( )

A A R R-

∑∑ +×

+=′

=′ λ ψ 111

,here

> is the speciic ther$al strength o a construction ele$ent F$2M5,G

: represents the corrected unidirectional ther$al transer coeicient o an

construction ele$ent F,5$2MG

is the linear coeicient o ther$al transer F,5$&G

^ is the punctual coeicient o ther$al transer F,5MG

A - represents the corresponding area o the construction ele$ent F$2G



9ecause the ratio A

∑λ is *ery s$all it ,ill be neglected.

A. T;9 56=5"="# 4? 7;9 54>>9579@ #95$?$5 7;9>6= #7>9%&7; 4? 7;9 979>$4> 6= ls

@le$ent Types o bridges

l Jl > : >F,5MG F$G F$,5MG F$2M5,G F,5$2MG F$2M5,G

@terior,alls

!ornercolu$ns

0.02 21 0.2

2.0 0.3 2.2##

!urrentcolu$n

0.02 3# 0.#7

=irders 0.02 11 2.26

At the roo plate

0.016 11 2.02

:nderloor 0.1 11 17.1

!arpentrycontour 0.27 10 2.7

T?TA; 0.03 12 2.27 2.0 0.3 2.2##

G5F3.01#.0#

27.2

0.2

11 2. m) R

- =+=′

=′

G5F2##.23.0

1

O

1O 2 ) + m

- R ===

B. C6=5"="# 4? 7;9 54>>9579@ #95$?$5 7;9>6= #7>9%&7; 4? 7;9 "%@9>?=44>

@le$ent9ridgetype

l Jl > : >

F,5MG F$G F$,5MG F$2M5,G F,5$2MG F$2M5,G



:nderloor 8ori%ontal )oint-underloor

0.16 11 20.2 2.01 0.70 1.7

G5F70.026

2.20

01.2

11 2. m) R

- =+=′

=′

G5F7.170.0

1

O

1O 2 ) + m

- R ===

C. T;9 56=5"="# 4? 7;9 54>>9579@ #95$?$5 7;9>6= #7>9%&7; 4? 7;9 79>>659

@le$ent9ridgetype

l Jl > : >

F,5MG F$G F$,5MG F$2M5,G F,5$2MG F$2M5,G

Terrace 8ori%ontal )oint-terrace

0.02 11 2.6 3.#0 0.2 3.7

G5F2.0311

6.2

#0.3

11 2. m) R

- =+=′

=′

G5F7.32.0

1

O

1O 2 ) + m

- R ===

D. T;9 56=5"="# 4? 7;9 9??957$ &=46= 7;9>6= $%#"=67$4% 549??$5$9%7

= ∑

*

* *

R

A

' !

O

J1 θ F,5$3MG

,here

H " is the ,or$ed *olu$e o the building F$3G " represints the correction actor o the te$perature dierence

- eterior ,alls ' 1

- underloor 3#.01620

20 =+−=

−−

=ei

si

T T

T T θ

- terrace ' 1

7



A " is the the area o the considered ele$ents F$2G> " represints the corrected ther$al strength o the considered construction ele$entsF$2M5,G

+++= #ARP/NTR0

#ARP/NTR0

T/RRA#/

T/RRA#/

-N/R1L22R

-N/R1L22R

3ALL$ /,T

3ALL$ /,T

R

A

R

A

R

A

R

A

' !

OOOO

1

.

. θ θ θ

G5F27.0.0

1.10

7.3

3113#.0

7.1

26

2##.2

1#.0#

20#7

1 3. m)! =

+++=

E. T;9 @979>$%67$4% 4? 7;9 &=46= >9?9>9%59 549??$5$9%7

++++=

e

A P d

c

A

b

A

a

A

' !re"

321 J1

F,5$2&G

,here

- A1 " is the area o the opaBue co$ponent suraces o the *ertical ,alls that are in contact,ith the eterior.

- A2 " is the area o the plate ro$ the inal le*el that is in contact ,ith the eterior or ,ith anun,or$ed space(

- A3 " is the area o the inerior plates that are in contact ,ith the eterior or ,ith anun,or$ed space(

- A " is the area o the transparent or translucid ,alls that are in contact ,ith the eterior

ta&in into a count the no$inal di$ensions o holle o the ,all(- P " is the eterior peri$eter o the ,or$ed space corresponding to the building.- H " is the ,or$ed *olu$e o the building F$3G(- a.b.c.de " are the control coeicients or the $entioned construction ele$ents ,hich are in

unction o- building category I category (- cli$atic %one III Iasi/ (- building type (

The coeicients are a'1.10 b'2.70

c'1.10 F$2

M5,G @1.0 90.(

G5F7.03.0

1.1023J3.1

1.1

311

70.2

26

1.1

1#.0#

20#7

1 2 . m)!re" =

++++=

6



According to the or$ati*e !10751-#7 re" !! ≤

0.27 F,5$2&G K 0.7 F,5$2&G

T;9 >9=67$4% $# 5;959@Q

#



CHAPTER 7

CONCRETE WOR,S

0



+.1 P>96>9 4? 54%5>979 ?4"%7The concrete ,or&s can begin only i are satisied net conditions

• It eists technological counter or concrete ele$ents in bring about notice o builder ,hich include

Speciications ob)ects o counter( Preiguring tas& ,hich are enorced( ecessary eBuip$ent the arrearage necessary $aterial( The stage order and the rhyth$ o eecution( Technological detail necessary to assure Buality o ,or& the technological

organi%ation points o thing( Supple$entary technical $easures assured in case o cli$atic dierent

conditions(

Codule o assures the super*ision eecution( Progra$ auditoria o Buality ,or&s on a%e(

• Are de$anded Bualitati*e ,or&s o digging or$,or& and ar$atures thus At the co$pletion o digging eecution or ooting shall dra,n up a

distinct $inute o ascertain$ent currently geotechnical designer andrecei*ing the accept ro$ builders or pouring the concrete in ooting(

To the co$pletion ,or& o or$,or& should be *eriied !onstitutions o ele$ents o sustainers and the prop up( 4inish correct ele$ents or$,or&s and the assurance tightness

these( The internal si%es o or$,or&s ,ith respect to one o ,hat

ele$ents ollo, concrete( Position or$,or&s ,ith respect to ele$ents corresponding to

situate to inerior le*el( Position gaps.

• The surace o erro -concrete and introit are carried out not to get in touch ,iththe resh concrete and they are cleaned o ce$ent grout layer o the concreteinco$pact or segregate assure the necessary o a good rigidity ligature bet,eent,o concretes(

• De established $easure that should be adopted in order to continue concrete,or&s in case o apparition o a accidental situation state o concretes

con*eyances o reser*e sours o energy $aterial or the re*et$ent concreteconditioner o create o a use o thing etc./(• In the case ooting are pro*ided $easures o conduct ,ater co$ing ro$

precipitation in order to a*oid accu$ulations in %one ,hich ollo, concreting(• The appro*al concreting begin $ust be conir$ed on the bases o a ne,

*eriication in the cases in ,hich Interered the e*ent o his nature $odiies situation constitute to the

established date(

1



!oncreting began at inter*al o 10 days ro$ the established date.• Ante the ount concrete $ust certiied correct unction o the eBuip$ents or

local transport and or the co$paction concrete.

+.2 C4%5>97$%& >"=9#!oncreting o a construction should be i$$ediate ollo, o useul bias points carried

out by per$anent presence to the place o ount and shall respect ,ith strictest the precautionsnor$ati*e speciy.

The concrete $ust be poured in $ai$u$ 1 $in ro$ bring his to the place o ountor $ai$u$ 30 $inute $erely in the case in ,hich ti$e o transports is dierent the $icacross the concrete $ust respected ollo, general rules

• Doody ,hich or$,or& shall get in touch ,ith the concrete reshly shall besoa&ed ,ith ,ater ,ith 2-3 or,ard the i$$ediate and ante the ount concreteand the ,ater stay in asperity shall be re$o*ed(

• 4ro$ the con*eyance unloading concrete is shall done ,ith bane pu$ps bandscon*eyers troughs or direct in ,or&(• !oncrete cast ree on height hasnt elder than 1. 0 C(• The concrete $ust be responded in lunge ele$ents ollo,ing the reali%ation o

hori%ontal layers o $ai$u$ 0 c$ height and the ount no*el layer ante the beginning concrete pri%e ro$ the layer poured pre*iously(

• In %one ,ith ar$atures oten is shall tail ,ith all attention i$pletion co$pletessectioned through lateral sho*e concrete ,ith lathing or ,ith rods o steelconco$itantly ,ith his *ibrato(

• !irculation hard-,or&ing and transport eBuip$ents in the ti$e concreting is shalldone on loors thus roseate that his donOt $odiied position ar$atures(

• Is orbidden circulation directly on ar$atures or on %one o concrete reshly(• !oncreting is shall done continuously the eather to the uses o thing appointed in

pro)ect(• I he produced an interruption o concreting the big $aul the repetition o casting

concrete is ad$issible ater the preparation o suraces used as per pointsenu$erate ecelsior(

• The installation o the loors or circulation ,or&$an and auto$obiles onconcrete loor and the storage one o a Buantity or$,or& ar$atures is pre$ised $erely ater 2-6 in unction o a*erage te$perature and the guy oused-up ce$ent.

+. C4%5>97$%& 4? 7;9 9>7$56= 9=99%7#In case o ele$ents ,ith $ai$u$ heights o 3.0 $ or ,ho the *ibrato is not

entangle$ent o reduced thic&ness ele$ents o density ar$atures encase is ad$itted to done onall grills and on all o*er height and concreting on to superior part o the ele$ents.

2



+.( C4%5>97$%& 4? 7;9 96# 6%@ =679#The ount concrete in bea$s and plates shall begin ater 1-2 ro$ the co$pletion bed

pillars or bul&heads ,hich bear on i the technological ile donOt contain another precise. The bea$s and the plates are should be poured o regulars in sa$e ti$e. In the case o a lengthinessrespecti*ely big ete is ad$itted o a creation uses o thing to 13...1 ro$ openings.

9eore ount the bea$s should be *eriied position o the spacers disposed to $ai$u$ 2distant $ bet,een her/ carried by assuring the obser*ance o ele$ent heights itted ,ith in pro)ect.

+.( C4%5>979 54657$%&The $echanical co$paction o concrete should be done through *ibrato. 4or the

$echanical co$paction o concrete ,e should utili%e the $ethod o internal *ibrato. !hoosing the type o *ibrator should be done unction o the si%es o ele$ents and o the

possibility o enter the *ibratory head bet,een ar$atures.

;ength o opti$u$ *ibrato is placed bet,een $ini$u$ $in and the $ai$u$ 30 $inin unction o ,or&ability concrete and o the type o distant *ibrator bet,een t,o successi*e point o enter the indoor *ibrator is o $ai$u$ 1.0 $ ad)usting in unction o characteristicallysection and density ar$atures.

;ayers thic&ness ro$ sub$issi*e concrete *ibration is not allo,ed to eceed -1 c$in the pre*ious co$pacted layer.

4oints )or.s 5at concreting6

As possible as ,e can ,e should a*oid the uses o eBuip$ent or organi%ed eecution sothat the concreting $ust be done ,ithout interruption on the respecti*e le*el or bet,een t,o

uses o dilatation. 4or settle$ent position uses o thing ,e should respect ollo,ing rules• 4or pillars should oresee the use o thing to base the ele$ents(• 4or bea$s i ro$ righteous reason ,e cannot a*oid the interruption this should

be done in a %one o $ini$u$ $o$ent(• In the case in ,hich bea$s concreting separates the use o thing is achie*ed ,ith

3- c$ belo, the inerior le*el o ledge(• 4or plates the use o thing should be placed to 1 - 13 ro$ opening plate.

Treatment o" concrete a"ter casting

Assuring a condition a*orably or bracing and are reduced $odiications ro$contraction should be assured $aintenance o hu$idity concrete ecept 7 days ater ount protecting suraces reely through

• !o*er ,ith $aterial o protection(• Periodic splash ,ith ,ater(• The apposition o pellicle o protection.

3



!o*er ,ith $aterial o protection is shall achie*e ,ith prelate $atted sandy layer.?peration is done i$$ediately ater the concrete ha*e suicient resistance in order that $aterialdoes not adhere to surace co*ered.

Caterial o protection shall be $entions lastingly capable da$ping. Splash ,ith ,atershall begin ater 2-12 days ro$ the ount concrete in unction o the type o used-up ce$ent

and te$perature o en*iron$ent but i$$ediately ater the concrete is suicient resistant or bracing in order or this operation trained parts o ce$ent. Splash should be repeated to aisle o 2- in this &ind that surace o concrete ound

per$anent ,etness. I te$perature en*iron$ent is else the $ica shouldnt assign the splash ,ith ,ater but

,e shall apply $aterial and pellicle o protection. ?n or plu*ial suraces o concrete reshlyshall be co*ered ,ith prelate or oil o polyethylene.

+.) S7>$$%&The laterally parts o or$,or&s should ablate ater they touched a resistant o $ini$u$

2. 5$$2 thus as the grills and the edges o the ele$ents not deteriorate. 4or$,or& inerior grills to plaBue and bea$s should be ablated $erely ,hen resistance

touch 70 ro$ the brand. Cinting steel parsons o assurance ,agon should be ablated ,henresistant touched # ro$ the brand.

Stri&ing should be done in order to a*oid the ta&ing o*er o suddenly chartings oele$ent stri&er tear the edges o concrete ele$ent or the $aterial degradation or$,or&s or bac&ing.

+.* D9#$&% 7;9 54=9 ?=" 4? $$%& 7>6%#4>7$%& 6%@ =65$%& 7;954%5>979 $% @$??9>9%7 >9#$#76%59 9=99%7#

C6=5"=67$4% #79#:1/ @stablish the concrete $i proportions by ta&ing into consideration @ 012-1###(2/ !oncrete placing in the resistance ele$ents(3/ ?rgani%e the co$ple process o $iing transporting and placing the concrete.

Assignment contains:1/ a. !o$putation notes or concrete $i( b. Technological sheet or concrete $i.

2/ a. !o$putation notes or placing the concrete in the resistance ele$ents o the building( b. Technological sheet or concrete placing in irst le*el loor( c. Technological sheet or concrete placing in diaphrag$s(



d. Technological sheet or concrete placing in colu$ns.

The technological sheet ,ill contain the co$paction process and the continuity conditiono concrete placing.3/ a. !o$putation notes in order to organi%e the co$ple process o $iing transporting and

placing the concrete( b. Technological sheet ,ith the lo,chart o the process.

Case study:• the concrete class ! 16522.• the ce$ent type I 2

• the aggregates $ai$u$ dia$eter $aA1mmθ =

• the ho$ogeneity degree III

• the ,or&ability 3 5T T

• the producti*ity o the crane3

12ex

m p

h=

• the $ier capacity 3270m• transport distance 2 &$

• Sand hu$idity 2W sand 7 =

• =ra*el hu$idity 1W gra8el 7 =

Establishing the concrete mix proportions:

Standard $i 3 2 5 30 5 2 1# T T ( ((( − − − −

• The ,ater Buantity A'233

l

m or 3 5T T

• The ,ater-ce$ent ratio5 00 A # =

• The ce$ent Buantity 3

J 2373

5 00

A .!#

A # m= = =

• The air *olu$e not eli$inated by co$paction/3

310J 10J2 2 s

dma

mε = = =

• The dry aggregates Buantity



1000 / (

( (

g ag

c

# A A a ρ

ρ = − − −

3

3

3

3

30

27

20

73271000 23 2/ 27 0233 162

30

c

ag

(

g

.g

dm

.g

dm

.! P

dm

.g A

m

ρ

ρ

=

=

=

= − − − = ∗ =

4or !'73 3

.g

m and 3 5T T III/ the or$ula or dry aggregates on each sort is

100

* i (

gi g

p p A A

−= ×

30(2 3 3

7 33 7 3

1 77 1 3

3 16 66#100 100

316 313

100 100

100 16 702

100 100

( g

(

g

(

g

p .g $ Am

p p .g $ A

m

p p .g ! A

m

−

−

−

= × = × =

− −= × = × =

− −= × = × =

!hec&ing

66# 313 702 162 ?M ( (

g g A A= ⇒ + + =∑

The apparent speciic ,eight beco$es

O J

323 73 16 2 2277

(

b g

.g A # A

m ρ = + + = + + =



;aboratory $i

A'2303

l m

O

323

b

.g

m ρ = 'X

O

3

2300

5 0

A .g #

A # m= = =

O

O

3233 230 0 1

2

b be"" (

g

.g A A #

m

ρ ρ += − − = − − =

4or3 3

00 5100

* i (

g ag

p p.g # T T A !

m

−≥ => = ×

So it results

30(2 3 3

7 33 7 3

1 77 1 3

7#100

31 331

100 100

100 1 7

100 100

(

g

(

g

(

g

p .g $ A

m

p p .g $ A

m

p p .g ! A

m

−

−

−

= × =

− −= × = × =

− −= × = × =

Dor&ing $i

2W

1W

100

sand

gra8el

i* i*

i*

-

-

7 !!

==

×∆ =

4or each type results

7



02 3

02 3 3

3 73 7 3

7 17 1 3

2 661

100 100

2 3136

100 100

1 70211

100 100

s

s

s

7 $ l $

m

7 $ l $

m

7 ! l !

m

−−

−−

−−

× ×∆ = = =

× ×∆ = = =

× ×∆ = = =

Total a$ount o ,ater already ound in aggregates

31 6 11 33

i*

l ! !

m∆ = ∆ = + + =∑

The real Buantity o aggregates beco$es

O

3

O

02 3 02 3 02 3 3

O

3 7 3 7 3 7 3

O

7 1 7 1 7 1 3

162 33 1012 and +or each sort

66# 1 26#

313 6 321

70 2 11 71 2

ag .g !m

.g $ $ $

m

.g $ $ $

m

.g ! ! !

m

− − −

− − −

− − −

= + =

= + ∆ = + =

= + ∆ = + =

= + ∆ = + =

The $iing ,ater isO

323 33 203

l A A !

m= − ∆ = − =

The apparent speciic ,eight is

O O O

3203 73 1012 2277b ag

.g A # !

m ρ = + + = + + =

4or the $ier results

Dater BuantityO

3203

l A

m= Aggregates Buantity 1012ag ! =

!e$ent Buantity 373

.g #

m= Sand 02-3 $$ 02 3 26#$ − =

A5!'00 Sand 3-7 $$ 3 7 321$ − =

6



Apparent speciic ,eight O 22777b ρ = =ra*el 7-1 $$ 7 1 712! − =

The abo*e speciications are presented or a Buantity o one cubic $eter o concrete. 9ut

in reality ,e can ha*e $ier ,ith dierent capacities. 4or the $ier speciied in the pro)ect 3300dm /

O

02 3 02 3

O

3 7 3 7

O

7 1 7 1

300203 07 273

1000

300 30073 07 ##33 &g

1000 1000

300 30007 26# 07 11620 &g

1000 1000300 300

07 321 07 7 &g1000 1000

30007 712

1000

) l

c # r

n N

n N

g !

− −

− −

− −

= × × =

= × × = × × =

= × × = × × =

= × × = × × =

= × × =300

07 10 1 &g1000

× × =

1. !oncrete placing in the resistance ele$ents2. a/ !o$putation notes or placing the concrete in the resistance ele$ents o the building

• !oncrete placing into loors ,ith girders• !oncrete co$paction

The co$paction o the girders ,ill be $ade using *ibrators H@I 3/ ,ith the ollo,ing para$eters

0 33 the *ibratorOs radius R cm=37 the *ibratorOs lengthb L mm=70 the *ibratorOs dia$eter

bd mm=

The co$paction o the straight plane ,ill be $ade using the *ibrating plate H!20 ,iththe ollo,ing para$eters

20 the *ibrating depth

11 -the plateOs length

10 -the plateOs ,idth

sh cm

L m

l m

= −=

=

#



Ater ,e deter$ined the apparatus that ,ill be used to *ibrate the concrete *olu$e theollo,ing step that has to be established is to a*oid that in the concrete $ass to appear non-*ibrated areas. So e*ery technological sheet has to contain a co$pacting plane.

The di$ensions o the loor are

• The girder 20 3 g g b h cm× = ×• The plate g'1 c$

Its suicient a single ro, o *ibrators placed in the girders ale in order to co$pact theconcrete. There are so$e conditions or the *ibrators place$ent but the $ost i$portant one isgi*en by the ollo,ing relation

22

2

0 2

2 2

g 88

bd R d cm

= − => = ÷ ÷

!oncrete placingIn order to ha*e a $onolith beha*iour o the concrete the continuity condition has to be

satisied. So

$aA

$in

2 1

strip

b b

' 9 c

t t = ≤

−

De cannot pour the ,hole concrete $ass so so$e rules ha*e to be e$phasi%ed

• The concrete has to be poured in strips• The strip edge has to be placed at the lo,est resistance area o the plate at the

position o the inclined reinorce$ent/• The pouring sense has to re$ain un$odiied or the ,hole procedure(• It is proper to sho, the plate in three dierent strips

70



1

2

3

2

1 3

2

0

3

0 02 22

2 2 2 3 #

2 2 2 6

L m

L m

L m

L L

L L L m

L L m

===

= + = + =

= + = + × == × = × =

!olu$n0

0

s

s

b

h

= =

( ) 2 1 2

3

3

0 026 3 0 23 3 1

strip( g g g g g g g ' b h L b h L b g L b L b

m

= × × + × × × × − + × × − × × − ÷ ÷

= + × + × × =

( ) ( ) ( ) ( ) 2 2 1 2 1

3

210

0 10 222 0136

strip(( g g g g g g g g

L' b h L b h L b g L b L b g L b

m

= × × + × × × − + × × − × − + × − ×

= + + + =3

1 2

1 1 0 00 07

strip((( g g g g g g

' b h L b h L b L b m = × × + × × × × − × × − = + = ÷ ÷

3 3

$in

11 12 the condition is satis+ied +or air t 20

2 1b b

m m9 c #

h h= = ≤ = ° ≤ °

−

I eterior air te$perature is 30 degrees 'X1

2

07

10

t h

t h

=

=

3 3

$in

11 12 the condition is satis+ied

1 07b b

m m9 c

h h= = ≤ =

−

71



Concrete placing into columns

1. !oncrete co$paction

Internal *ibrators

0 3337

70

b

b

R cm L mm

d mm

===

72



CHAPTER 8

BILL OF UANTITIES

73



2 <iplo$a Pro)ect 9;IIT@A: I:;IA 2007 PA= 1 ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' '?. SfC9?; IT@C :ATITI@S :C ' ' A C @ '

' A > T I ! ; @ ' ' ' ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' 01 TSA0791CA.<I=.I ;ICIT@< SPA!@S ?4 ?H@> 1C DIT8S:P?>T A< CA. @S!AH. I S?I; DIT8 AT.8:C.<@PT8 00-2CCI<;@ =>?:< :ATITf ' 2.000 C.!.02 !!01A1C?:TI= >@I4?>!@C@TS 4>?C ST@@; !?!>@T@ <K16CC I IS?;AT@< 4?:<ATI?S DIT8 SPA!@>S

CA<@ ?4 P;ASTI! CAS@S:ATITf ' #3.000 M=03 !0301=14A9>!.?4 >@I4.!:T.A< 9@<.9A>SIS?;.!?TI?:S 4?:<.A< >A4TS ID?>MS8?PS ? SIT@ ?9 37 <'-6 CC

:ATITf ' 321.000 M=0 !!02=1C?:TI= >@I4.AT !?ST>:!TI?S 8K3C CA<@ ?4 @TS !:='3-M=5CP I <IAP8>A=C DA;;SDIT8 P;ASTI! SPA!@>S

:ATITf ' 2.000 M=0 2000#7 D@;<@< @TS TfP@ 117 = 263# M=59:!/?; 37-1

:ATITf ' 32.0 M=0 !!02!1C?:T. >@I4.AT !?ST>. 8K3C CA<@ ?4 9A>S I =I><@>S A< !?;:CS <K16CCP;AT@S <K10CC DIT8 P;ASTI! SPA!@>S :ATITf ' 63.000 M=0 !!02<1C?:T. >@I4.AT !?ST>. 8K3C CA<@ ?4 9A>S I =I><@>S A< !?;:CS <X16CCP;AT@S <K12DIT8 P;ASTI! SPA!@>S

:ATITf ' 63.000 M=07 !0302=14A9>I!.>@I4.4?> DA;;S=I><@>S!?;:CS <IAP8>A=CS AT :SS:A; !?ST>.I SIT@

7



D?>MS8?PS ?9 37 <'-6CC:ATITf ' 21.000 M=

06 !!02P1C?:T. >@I4.AT !?ST>. 8K60C CA<@ ?4 @TS I P;AT@S DIT8 P;ASTI! SPA!@>S

:ATITf ' 7.000 M=06 2000#7 D@;<@< @TS TfP@ 117 = 263# M=59:!/?; 37-1

:ATITf ' 7.000 M=0# !90A14?>CD?>MS CA<@ 4>?C >@:SSI9;@ PA@;S CA<@?4 D??< 9?A><S !?ST>:!TI?S DIT8 8K20CAT S;A9S A< =I><@>S

:ATITf ' 1.320 CP.

10 !90914?>CD?>MS CA<@ 4>?C >@:SSI9;@ PA@;S CA<@?4 D??< 9?A><S !?ST>:!TI?S DIT8 8K20CAT !?;:CS A< 4>AC@S

:ATITf ' .000 CP.11 !A02!1>@I4. !?!>@T@ P?:>I= I !?TI?:S 4?:<. >A4TS A< DA;;S :<@> T8@ !?ST>.;@H@;@>? DIT8 T8I!M@SS K30!C

:ATITf ' 37.000 C.!.

11 2100#1# !@C@T !?!>@T@ 9 0 STAS 322

:ATITf ' 37.000 C.!.12 !A021>@I4. !?!>@T@ P?:>I= AT !?ST>.DIT8 8K 3CI 4;??>S=I><@>S!?;:CSS;A9S/DIT8 T8@ S;A9 T8I!M@SS X10!C

:ATITf ' 1.200 C.!.12 2100## !@C@T !?!>@T@ 9 20 STAS 322

:ATITf ' 1.#0 C.!.13 !<07!2CAS?@>f CA<@ ?4 9!A 9;?!MS AT !?ST>.8K3C 2!C T8I!M@SSDIT8 =9 9;?!MS 050 P A;;@TI@<

:ATITf ' 26.000 C.!.13 2101171

7



CAS?@>f C?>TA> C 0 S 1030

:ATITf ' 17.20 C.!.1 !40!1?><IA>f @`T@>I?> P;AST@>SSC??T8@@<

? !?!>@T@ DA;;SI C@<I:C T8I!M@SS ?4 2!C:ATITf ' 236.000 CP.

1 21011# CAS?@>f C?>TA> C 2 S 1030

:ATITf ' .26 C.!.1 !401A1IT@>I?> P;AST@>S SC??T8@@<AT !?;:CS DA;;S @`@!:T@< CA:A;;f ? P;AST@>?42 !C T8I!M@SS

:ATITf ' 272.000 CP.1 21011# CAS?@>f C?>TA> C 2 S 1030

:ATITf ' .6# C.!.1 I40!1DA>C 8I<>?I.;Af@> DIT8 9IT:C@ !;?T8 TfP@...=;:@< DIT8 9IT:C@ CASTI! TfP@... ?H@>;AP@< ?> I!;I@< :TI; :ATITf ' 1#0.000 CP.1 200713

9IT:C@ !;?T8 DIT8?:T !?H@>I= ;Af@> PI 0 100!C`20 C S10:ATITf ' 20#.000 CP.

1 20003 9IT:C@ 4?> CAT.+8f<>?-IS:;ATI? D?>MS; TfP@ 8 657

S70:ATITf ' 26.000 M=

17 !97!1C?:TI= A< <ISC?:TI= ?4 T8@ !A:;A>C@T8A;I! 9>I!MI= S!A44?;< 4?> 4IIS8I=D?>MS AT A;;-!AST@< C?:;<@< DA;;S 8K7C

:ATITf ' 12.000 CP.16 !96A1C?:TI= A< <ISC?:TI= ?4 T8@ S@;4;I4TI= 9>I!MI= S!A44?;< DIT8 2 !AST@;S ;'12C 4?>4A!A<@ 4IIS8@S

:ATITf ' 3.000 CP.1# TS<0191SP>@A<I= T8@ A44I@< <I>T DIT8 T8@ S8?H@;

7



:I4?>C ;Af@> 10-30!C.T8I!M DIT8 !>:S8I= 9:[email protected]<;@ =>?:<.

:ATITf ' 17#.000 C.!.20 TS<0<1!?S?;I<ATI? DIT8 T8@ 8A< 9@@T;@ ?4 T8@

@`@!:T@< ? ;Af@> DIT8 T8@ DAT@>I= ?4 @A!8 ;Af@> 20 !C T8I!M@SS.!?8@SIH@ =>?:<:ATITf ' 16.000 C.!.

21 TS<1A1<IST>I9:TI? ;Af@> CA<@ ?4 9A;;AST :<@> T8@ 9A;ASTI= P>ISC !4.!?CPA!T@< DIT8 T8@ !?CP>@SS@< >@H?;HI= S8:T@> 10-12T

:ATITf ' .000 C.!.22 !A01<1SICP;@ !?!>@T@ P?:>I= I ;Af@>S ?4 3-20 !C T8I!M !?ST>:!TI? DIT8 8K3C

:ATITf ' .000 C.!.22 2100#1# !@C@T !?!>@T@ 9 0 STAS 322

:ATITf ' .06 C.!.23 T>90A11T8@ CAT@>IA;S T>ASP?>TATI? T8>?:=8 <I>@!T !A>>II= !?H@I@T CAT@>IA;S :<@> 2 M=4?> A <ISTA!@ ?4 10C

:ATITf ' 6#.000 T?@S

2 T>A02A10T8@ T>ASP?>TATI? DIT8 T>:!MS ?4 T8@ CAT.C?:;<@< CAT. DIT8 T8@ 8@AHf-<:Tf T>:!M ? A <ISTA!@'10 MC.

:ATITf ' 7.700 T?@S2 T>A0A10T8@ T>ASP?>TATI? DIT8 T>:!MS ?4 T8@ !?!>@T@C?>TA> DIT8 T8@ C! A=ITATI= T>:!M ? A <ISTA!@'10MC

:ATITf' #6.000 T?@S

CA<@ !8@!M@<

77



#:APT/R ;

BILL OF PRICES

76



2 pa 2

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

004 [email protected]=1 <= 213#000 4.41#00 1921.3

CO"?(C' &)%&' P' P()('I =)I"@I +'ILPI 1909#00 12.

DI&?)&=%( L&CO"+' OBI+ I" &'(LI()( 0#00 0

+&"'I() OB .4 D!375%% 0#00 0 20050

'otal manopera la $%: 0#0 ore#

005 CC02P1 <= 34#000 .01#00 140334%O"'&)( &)%&' L& CO"+') A>50 % DI" PL&+( 1050#00 312.30

I" PL&CI C$ DI+'&"'I()I DI" PL&+'IC 0#00 0

0#00 0 45.024


005 200094 <= 34#000 9190#00 2104.0

PL&+( +$D&'( 'IP 114 = 25.-3;9 <=6B$C, 0#00 0

OL .471" 0#00 0

0#00 0 2104.0

009 CB0&1 %P# 13#.20 12.#00 21092.

CO?)&*( DI" P&"O$)I )(?OLO+IBIL( DI" ..2#00 2322

+CI"D$)I L& CO"+')$C'II C$ A>20% L& 0#00 0

PL&CI +I =)I"@I 0#00 0 49.415


010 CB0B1 %P# 3#000 19399#00 110.1CO?)&*( DI" P&"O$)I )(?OLO+IBIL( DI" 4324#00 2334112

+CI"D$)I L& CO"+')$C'II C$ A>20% L& 0#00 0

+'ILPI +I C&D)( 0#00 0 .44023


011 C&02C1 %#C# .4#000 13#00 442

'$)"&)( B('O" &)%&' I" ?$"D&'II 1404#00 144

CO"'I"$(;)&DI()( +I P()('I +$B CO'& @()O 52.#00 .039

& CO"+') C$ =)O+ >.0C% 0#00 0 4222

'otal manopera la $%: .#33 ore#

011 2100919 %#C# .4#000 3543#00 2.195

B('O" D( CI%("' B 0 +'&+ .322 0#00 0

0#00 0

0#00 0 2.195

012 C&02*1 %#C# 31#200 34#00 2550'$)"&)( B('O" &)%&' L& CO"+')$C'II C$ A 1.00#00 4952925

>.%;I" PL&"+((-=)I"@I;+'ILPI;PL&CI,C$ 90#00 ..955

=)O+#PL&CII10C% 0#00 0 5.493


012 2100939 %#C# 31#390 929013#00 4.10994

B('O" D( CI%("' B 20 +'&+ .322 0#00 0

0#00 0

0#00 0 4.10994

01. CD04C2 %#C# 235#000 110225.#00 29115

@ID&)I( DI" BLOC$)I BC& L& CO"+')#A>.%; 12934#00 .423.2

2C% =)O+I%(; C$ BLOC$)I =B" 0630 0#00 0

P&L('I@&'( 0#00 0 ..01343


60



2 pa .

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

01. 2101141 %#C# 14#20 14.5#00 439043

%O)'&) D( @ID&)I( % 0 + 10.0 0#00 0

0#00 0

0#00 0 439043

01 C?03C1 %P# 2.5#000 249.#00 334.

'("C$I(LI ('()IO&)( OBI+"$I'(;D)I+C$I'( 499#00 1.491532P( P()('I B('O";I" =)O+I%( %(DI( D( 2C% 0#00 0

0#00 0 1393


01 2101139 %#C# #25 13391#00 14510

%O)'&) D( @ID&)I( % 2 + 10.0 0#00 0

0#00 0

0#00 0 14510

01 C?01&1 %P# 242#000 25#00 3435

'("C$I(LI I"'()IO&)(;D)I+C$I'(;L& 0451#00 11092.2

+'ILPI;P()('I ((C$'&'( %&"$&L P( 14#00 01200

@ID&)I(;D( 2C% =)O+I%( 0#00 0 12139250

'otal manopera la $%: 0#9. ore#

01 2101139 %#C# #593 13391#00 200119

%O)'&) D( @ID&)I( % 2 + 10.0 0#00 00#00 0

0#00 0 200119

013 I@?0C1 %P# 190#000 109#00 201210

+')&' AID)OI@ C&LD C$ PI"@& BI' 324#00 5491.0

&COP()I'& 'IP###LIP C$ %&+'IC BI' 'IP### 22#00 950

+$P) O)I@ I"CL PI"& L& 0#00 0 1123.20


013 230041. %P# 209#000 39420#00 14150

PI"@& BI' ?&)& +') &COP()I)( PI 0 0#00 0

100C%20% +103 0#00 0

0#00 0 14150

013 23000.3 <= 25#000 232#00 199340

BI'$% P'#%&'#L$C)#AID)OI@OL&'II 'IP A 0#00 0

3564 +403 0#00 00#00 0 199340

014 CB4C1 %P# 132#000 2405#00 .5393

%O"'&)(& +I D(%O"'&)( +CA(L(I %(' 14240#00 249440

'$B$L&)( P' L$C)&)I D( ?I"I+&*( L& 0#00 0

'&&"( %O"OLI'I@ P)(? A>4% 0#00 0 .2.3.3


015 CB5&1 %P# .#000 ..94#00 14439

%O"'&)(& +I D(%O"'&)(& +CA(L(I 12.4#00 .409

&$'O)IDIC&'O&)( C$ 2 C&+'(L( L!12% P' 0#00 0

?I"I+&*( ?&'&D( 0#00 0 35530


019 '+D01B1 %#C# 149#000 0#00 0

I%P)&+'I()(& C$ LOP&'& & P&%I"'#&?I"&'; 119#00 209.41

+')&' $"I?O)% 107.0C%#=)O+ C$ +?&)I%# 0#00 0B$L=#'()(" %I*L# 0#00 0 209.41

'otal manopera la $%: 0#.1 ore#

61



2 pa

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

020 '+D0D1 %#C# 153#000 13#00 29013

CO%P&C'&)(& C$ %&I#D( %I"& & $%PL$'# 2.34#00 415232

((C$'#P( +')&'#C$ $D&)(& ?I(C#+')&' D( 0#00 0

20C% =)O+#'#CO(@I 0#00 0 44245


021 '+D13&1 %#C# 3#000 1.2223#00 49..3

+')&' D( )(P&)'#DI" B&L&+' +$B P)I+%& D( 129#00 .049

B&L&+'&)( C?#CO%P&C'&' C$ )$LO$ CO%P)#D( 234#00 1550

10712' 0#00 0 129400


022 C&01D1 %#C# 3#000 .11#00 1533

'$)"&)( B('O" +I%PL$ I" +')&'$)I D( .7 130#00 545.0

20C% =)O+I%(L& CO"+')$C'II C$ A>.% .92#00 23.2

0#00 0 90335


022 2100919 %#C# 3#05 3543#00 159.1

B('O" D( CI%("' B 0 +'&+ .322 0#00 0

0#00 0

0#00 0 159.1

02. ')B0&11 'O"& 59#000 0#00 0

')&"+PO)'$L %&'()I&L(LO) P)I" P$)'&' .413#00 ...002

DI)(C'#%&'()I&L( CO%OD( +$B 2 <= 0#00 0

DI+'&"'& 10% 0#00 0 ...002


02 ')&02&10 'O"& 34#400 0#00 0

')&"+PO)'$L )$'I() &L %&'()I&L(LO); 0#00 0

+(%I?&B)IC&'(LO) C$ &$'OC&%IO"$L P( 0#00 0

DI+'#! 10 <%# 1432#00 2209054 2209054

02 ')&03&10 'O"& 95#000 0#00 0

')&"+PO)'$L )$'I() &L B('O"$L$I7 0#00 0

%O)'&)$L$I C$ &$'OB('O"I()& D( ;%C 0#00 0

DI+'# !10<% 4235#00 424523 424523

C8eltuieli directe din articole:

=)($'&'( %&'()I&L( %&"OP()& $'IL&* ')&"+PO)' 'O'&L

209#110 ..033.5 109319 124.03 .154.1 455130.

Din care:

aloare aferenta utilaje termice ! 0

aloare aferenta utilaje electrice ! 124.03

Detaliere transporturi:

7&rticole ')& .1 54 .1

&lte c8eltuieli directe:

7C&+:

- 109319# 124.03# E 0#000

.154.1# E 0#000, E 0#.0000 ! .2 55 .3

7+O%&*:

- 109319# 124.03# E 0#000 .154.1# E 0#000, E 0#00000 ! 0

7)(' %&I+')$

62



2 pa

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

- 109319# 124.03# E 0#000

.154.1# E 0#000, E 0#000 ! 9.2 3

'otal c8eltuieli directe:

=)($'&'( %&'()I&L( %&"OP()& $'IL&* ')&"+PO)' 'O'&L

209#110 ..033.5 14.135 124.03 .154.1 31.39532.

C8eltuieli indirecte:

31.39532.# E 0#100 ! 92 0 494

Profit:

404.20# E 0#3000 ! 2. 2 039

'O'&L =("()&L D(I@: 1 129 20 55

P)OI(C'&"' CO"')&C'&"' -O?()'&"',

D(I@I()

63



CHAPTER 19

SAFETY IN ECAVATIONS

6



In*#'-,*i'n

@*ery year people are &illed or seriously in)ured ,hen ,or&ing in eca*ations.@ca*ation ,or& has to be properly planned $anaged super*ised and carried out to pre*entaccidents. This inor$ation sheet pro*ides ad*ice or those in*ol*ed in eca*ation ,or&.

Pl"nnin$

9eore digging any eca*ations it is i$portant to plan against the ollo,ingj collapse o the sides(j $aterials alling onto people ,or&ing in the eca*ation(j people and *ehicles alling into the eca*ation(j people being struc& by plant(j under$ining nearby structures(j contact ,ith underground ser*ices(.j access to the eca*ation(

j u$es( andj accidents to $e$bers o the public.

Ca&e sure the necessary eBuip$ent needed such as trench sheets props baul&s etc isa*ailable on site beore ,or& starts.

E5,""*i'n ,'ll"0(e

j Pre*ent the sides and the ends ro$ collapsing by battering the$ to a sae angle or supportingthe$ ,ith ti$ber sheeting or proprietary support syste$s.j <o not go into unsupported eca*ations.j e*er ,or& ahead o the support.j >e$e$ber that e*en ,or& in shallo, trenches can be dangerous. fou $ay need to pro*idesupport i the ,or& in*ol*es bending or &neeling in the trench.

M"*e#i"l( f"llin$ in*' e5,""*i'n(

j <o not store spoil or other $aterials close to the sides o eca*ations. The spoil $ay all intothe eca*ation and the etra loading ,ill $a&e the sides $ore prone to collapse.j Ca&e sure the edges o the eca*ation are protected against alling $aterials. Pro*ide toe boards ,here necessary.j Dear a hard hat ,hen ,or&ing in eca*ations.

Pe'0le "n e+i,le( f"llin$ in*' e5,""*i'n(

j Ta&e steps to pre*ent people alling into eca*ations. I the eca*ation is 2 $ or $ore deep pro*ide substantial barriers e.g. guard rails and toe boardsj Meep *ehicles a,ay ro$ eca*ations ,here*er possible . :se brightly painted baul&s or barriers ,here necessary.

6



j Dhere *ehicles ha*e to tip $aterials into eca*ations use stop bloc&s to pre*ent the$ ro$o*er-running. >e$e$ber that the sides o the eca*ation $ay need etra support

Pe'0le !ein$ (*#-, !/ 0l"n*

j Meep ,or&ers separate ro$ $o*ing plant such as eca*ators. Dhere this is not possible use

sae syste$s o ,or& to pre*ent people being struc&.j Plant operators should be co$petent.

Une#)inin$ ne"#!/ (*#-,*-#e(

j Ca&e sure eca*ations do not aect the ootings o scaolds or the oundations o nearbystructures. Dalls $ay ha*e *ery shallo, oundations ,hich can be under$ined by e*en s$alltrenches.j <ecide i the structure needs te$porary support beore digging starts. Sur*eys o theoundations and the ad*ice o a structural engineer $ay be needed.

A'iin$ -ne#$#'-n (e#i,e(

j ;oo& around or ob*ious signs o underground ser*ices e.g. *al*e co*ers or patching o theroad surace.j :se locators to trace any ser*ices . Car& the ground accordingly.

j Ca&e sure that the person super*ising eca*ation ,or& has ser*ice plans and &no,s ho, touse the$. @*eryone carrying out the ,or& should &no, about sae digging practices ande$ergency procedures.j Pro*ide good ladder access or other sae ,ays o getting in and out o the eca*ation .

j @haust u$es can be dangerous. <o not site petrol or diesel-engined eBuip$ent such asgenerators or co$pressors in or near the edge o an eca*ation unless u$es can be ducteda,ay or the area can be *entilated.

A range o proprietary trench boes and hydraulic ,allings allo, trench supports to be put in place ,ithout reBuiring people to enter the eca*ation<

P#'*e,*in$ *+e 0-!li,

j 4ence o all eca*ations in public places to pre*ent pedestrians and *ehicles alling into the$.j Dhere children $ight get onto a site out o hours ta&e precautions e.g. bac&illing or securelyco*ering eca*ations/ to reduce the chance o the$ being in)ured.

S-0e#i(i'n

j A co$petent person $ust super*ise the installation alteration or re$o*al o eca*ationsupport.j People ,or&ing in eca*ations should be gi*en clear instructions on ho, to ,or& saely.

6



In(0e,*in$ e5,""*i'n(

j A co$petent person $ust inspect eca*ations- at the start o each shit beore ,or& begins(- ater any e*ent li&ely to ha*e aected the strength or stability o the eca*ation( and- ater any accidental all o roc& earth or other $aterial.

j A ,ritten report should be $ade ater $ost inspections. Stop ,or& i the inspection sho,s theeca*ation to be unsae.

licenta constructii

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