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  AB KONSTRUKCIJA

Fa1 - Staticka armatura u gredici

Fa2 - Dodatna staticka armatura u grediciFa3 - Konstruktivna armatura obavezna za raspone vece od 5 metara

Fa4 - Seizmicka armatura

Prema clanu 1!" P#$# % & sitnorebraste tavanice raspona 3 - ! metara mora'u imati 'edno

rebro za ukrucen'e" (ve gredice nisu ucrtane u planove armature 'er su konstruktivne"

(b'asn'en'e o nacinu izrade ) kao i kolicini potrebne armature 'e dato u pomenutom clanu

ko'e treba direktno primeniti"

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POS G 1

 $# greda dim 25*3+ cm ,# 25 $ 4++*5++

usvo'ena armatura 4 o 12 u gorn'o' i don'o' zoni

u o ! * 2+ cmPOS G2

 $# greda dim 25*3+ cm ,# 25 $ 4++*5++

usvo'ena armatura 3 o 12 u gorn'o' i don'o' zoni

u o ! * 2+ cm

POS 2+1 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2zolaci'a +"4 +"3+

3(brada 1"2 1"2+  0 &"52 4"&+

o 0 4"++ m 0 4"2 metaraStaticki utica'i po m%

1 0 15"&2 Kn

2 0 15"&2 Kn

, 0 1!"51! Knm

Dimenzionisan'e 0 1& "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 !"3222"5!

Fa 0 1"54 cm2

Fa 1 0 +"&15! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 1 o Fa4 ; o ! * 25 cm

POS 2+2 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2zolaci'a +"4 +"3+

3(brada 1"+1 +"!3  0 !"!1 4"13

o 03"5 0 4"2 metaraStaticki utica'i po m%

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1 0 13"&! k7

2 0 13"&! Kn

, 0 14"5&+!4 Knm

Dimenzionisan'e 0 1& "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 !"+5

2"5

Fa 0 2"1&5!53 cm2

Fa 1 0 +"&+2!1 cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 1 o Fa4 ; o ! * 25 cm

POS 2+3 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2zolaci'a +"4 +"3+

3(brada 1"+1 +"!3  0 !"!1 4"13

o 02"++ 0 2"25 metaraStaticki utica'i po m%

1 0 &"434 k7

2 0 &"434 Kn

, 0 4"11!25 Knm

Dimenzionisan'e 0 1& "5+ cm6b 0 1"&4 k7*cm2

Kb 0 11"2

+"+5

Fa 0 +"!12+! cm2

Fa 1 0 +"245123 cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; Fa4 ; o ! * 25 cm

POS 2+4 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2zolaci'a +"4 +"3+

3(brada 1"+1 +"!3  0 !"!1 4"13

o 03"35 0 3"! metarausvojeno kao POS 202

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POS 1+1 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 3"15m 0 3"4 metaraStaticki utica'i po m%

1 0 2&"+!4 k7

2 0 2&"+!4 Kn

, 0 23"++44 Knm

Dimenzionisan'e 0 1 "5+ cm

6b 0 1"&4 k7*cm2Kb 0 4"1

4"!22

Fa 0 3"&1555 cm2

Fa 1 0 1"4&22 cm2 binor $a 0 +"&! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 1 o 1+ Fa4 ; o ! * 25 cm

POS 1+2 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 3"5m 0 4"2 metaraStaticki utica'i po m%

1 0 33"432 k7

2 0 33"432 Kn

, 0 35"1+3! Knm

Dimenzionisan'e 0 1 "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 3"

!"!2

Fa 0 5"!+2!& cm2

Fa 1 0 2"241+! cm2 binor $a 0 +"&! cm2

= 0

= 0

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8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 2 o 1+ Fa4 ; o ! * 25 cm

POS 1+3 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 2"++m 0 2"25 metaraStaticki utica'i po m%

1 0 1&"1 k7

2 0 1&"1 Kn

, 0 1+"+&43 Knm

Dimenzionisan'e 0 1 "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 &"2&4

2"+3

Fa 0 1"!33!43 cm2

Fa 1 0 +"!5345& cm2 binor $a 0 +"&! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; Fa4 ; o ! * 25 cm

POS 1+4 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 3"35m 0 3"! metara

usvojeno kao POS 102

POS 1+5 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+

= 0

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Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+3(brada 4"+ 3"++

  0 12"32 &"&+  p 0 3"!+ 2"++

> u 15"2o 0 2"3+m 0 2"55 metara

usvojeno kao POS 102

POS 1 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 3"15m 0 3"4 metaraStaticki utica'i po m%

1 0 2&"+!4 k7

2 0 2&"+!4 Kn

, 0 23"++44 Knm

Dimenzionisan'e 0 1 "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 4"1

4"!22

Fa 0 3"&1555 cm2

Fa 1 0 1"4&22 cm2 binor $a 0 +"&! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 1 o 1+ Fa4 ; o ! * 25 cm

POS 3 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 2"++m 0 2"25 metaraStaticki utica'i po m%

1 0 1&"1 k7

= 0

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2 0 1&"1 Kn

, 0 1+"+&43 Knm

Dimenzionisan'e 0 1 "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 &"2&4

2"+3

Fa 0 1"!33!43 cm2

Fa 1 0 +"!5345& cm2 binor $a 0 +"&! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; Fa4 ; o ! * 25 cm

POS 4 ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 3"35m 0 3"! metaraStaticki utica'i po m%

1 0 2"!5! k7

2 0 2"!5! Kn

, 0 25"&+4 Knm

Dimenzionisan'e 0 1 "5+ cm

6b 0 1"&4 k7*cm2

Kb 0 4"54

5"143

Fa 0 4"132 cm2

Fa 1 0 1"!55532 cm2 binor $a 0 +"&! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 2 o 1+ Fa4 ; o ! * 25 cm

POS & ,# 25 $ 4++*5++

Fert 1! . 4 cm analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St 5"12 3"2+Staticka sema / *prosta greda* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 12"32 &"&+

  p 0 3"!+ 2"++> u 15"2

o 0 3"4+m 0 3"!5 metara

= 0

= 0

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Staticki utica'i po m%

1 0 2"+54 k7

2 0 2"+54 Kn

, 0 2!"511& Knm

Dimenzionisan'e 0 1 "5+ cm6b 0 1"&4 k7*cm2

Kb 0 4"4

5"143

Fa 0 4"132 cm2

Fa 1 0 1"!55532 cm2 binor $a 0 +"&! cm2

8S9$:$, Fa1 ; 2 o & Fa3 ; 1 o &

Fa2 ; 2 o 1+ Fa4 ; o ! * 25 cm

POS St 1 ,# 25 $ 4++*5++

stepeniste

 $# puna ploca analiza opterecen'a / sa k bez k

b*d 0 1++*1&"++ cm 1St !"3 4"25Staticka sema / *konzola* 2Step 3"2+ 2"++

3(brada 1"!+ 1"++4Korisno 4"5+ 3"++

  0 15"! 1+"25

o 0 3"&+ m 0 4"44 metaraStaticki utica'i po m%

1 0 34"&5 k7

2 0 34"&5 k7

, 0 3"!2!34 Knm

Dimenzionisan'e 0 15"++cm

6b 0 1"&4 k7*cm2

Kb 0 3"1

1+"552

Fa 0 !"51 cm2

8S9$:$, o 12*15 cm ? 11"3+ cm2 * m% @ glavna

  o * 2+ cm ? 2"51 cm 2 @ podeona

POS St 2 ,# 25 $ 4++*5++

stepeniste

 $# puna ploca analiza opterecen'a / sa k bez k

b*d 0 1++*1&"++ cm 1St !"3 4"25Staticka sema / *konzola* 2Step 3"2+ 2"++

3(brada 1"!+ 1"++

= 0

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4Korisno 4"5+ 3"++  0 15"! 1+"25

o 0 3"&+ m 0 4"44 metaraStaticki utica'i po m%

1 0 + k72 0 + k7

, 0 + Knm

Dimenzionisan'e 0 15"++cm

6b 0 1"&4 k7*cm2

Kb 0 3"1

1+"552

Fa 0 + cm2

8S9$:$, o 12*15 cm ? 11"3+ cm2 * m% @ glavna

  o * 2+ cm ? 2"51 cm 2 @ podeona

POS 1+!   terasa ,# 25 $ 4++*5++

 $# puna konzolna ploca analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St "++ 5"++Staticka sema / *konzola* 2Stalno 2"4+ 1"5+

3(brada 4"+ 3"++  0 15"2+ "5+

  p 0 5"4+ 3"++> u 2+"!+

o 0 1"5+ m 0 1"&5 metara

Staticki utica'i po m% 1 Aid !"++ k7*m 3"&5

1 0 3&"!5 k7

, 0 3!"+! Knm

Dimenzionisan'e 0 1& "++ cm

6b 0 1"&4 k7*cm2

Kb 0 3"&3

&"525

Fa 0 5"5!4&3 cm2

8S9$:$, o 12*15 cm ? &"!! cm2 * m% @ glavna  o * 2+ cm ? 2"51 cm 2 @ podeona

POS !   terasa ,# 25 $ 4++*5++

 $# puna konzolna ploca analiza opterecen'a / sa k bez k

b*d 0 1++*2+ cm 1St "++ 5"++Staticka sema / *konzola* 2Stalno 2"4+ 1"5+

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3(brada 4"+ 3"++  0 15"2+ "5+

  p 0 5"4+ 3"++> u 2+"!+

o 0 1"5+ m 0 1"&5 metaraStaticki utica'i po m% 1 Aid !"++ k7*m 3"&5

1 0 3&"!5 k7

, 0 3!"+! Knm

Dimenzionisan'e 0 1& "++ cm

6b 0 1"&4 k7*cm2

Kb 0 3"&3

&"525

Fa 0 5"5!4&3 cm2

8S9$:$, o 12*15 cm ? &"!! cm2 * m% @ glavna

  o * 2+ cm ? 2"51 cm 2 @ podeona

POS A1 ,# 3+ $ 4++*5++

ab zid analiza opterecen'a / sa k bez k

b*d 0 1++*25 cm 1Aeml'a

Staticka sema / *konzola* 2Sopstvena tezina 2!"++ 1!"253(brada 4"+ 3"++

  0 3+"+ 1"25  p 0 3"!+ 2"++

o 0 2"!+m 0 2" metara

Staticki utica'i po m%

1 0 3+"+ k7*m%

, 0 &3"1! Knm

Dimenzionisan'e 0 22"5+ cm

6b 0 2"+5 k7*cm2

Kb 0 3"&&

&"&14

Fa 0 "52+! cm2

8S9$:$, o 12*1+ cm ? 11"3+ cm2 * m% @ glavna

  o * 2+ cm ? 2"51 cm 2 @ podeona

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k

Fa 1"54

1"3+32!

, 14"5&+!4

1 13"&!

2

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Fa 2"1&5!53

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2"3! 2"+45134

2&"12

 $a 0 2"+35

&"!412 usvo'eno + 22

analiza opeterecen'a za ab plocu d0+"15 cm

sopstveno opterecen' 3"&5

2

1

!"&5

1+"

4"5

15"3

2"3+55!"!1

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34"&5

, 3"!2!34

Fa !"51

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