Manual Concrete for Administration Build

8/9/2019 Manual Concrete for Administration Build

1/42

1

FLEXURE DESIGN (RG1 300.500) Element no 140 LC 32

Data fc = 22.1 Mpa Main Bar = D 25

B(mm) = 300 fy = 390 Mpa Stirrup = D 10

h (mm) = 500 0.0035

cover (mm) = 50 A min = !!9"c (mm) = #2.5 0.01$%

" (mm) = !2#.5 A ma& = 23$#

0.9

' eative Moment 1%!%.0$2$ ' S = pacin *ar center to center

Mu a A re+ A ue" Bar S S min

(mm) (pc) (mm) (mm)

21!.09 113.9 1%!% 19%3 4 - D25 52 50

SHEAR !"RSI"N DESIGN (300.500) Element no 144 LC 32 (#$% S&e$')

Data fc (Mpa) = 22.1 Main Bar = D 25

B(mm) = 300 fy (Mpa) = 390 Stirrup = D 10

h (mm) = 500 0.$5 (pacin) = 100 mm

cover (mm)= 50 150000 Acp = Aoh = #!100

"c (mm) = #2.5 pcp = ph = 11%0 mm

" (mm) = !2#.5 Ao = %29$5

,u u ,c , re+ Av -e Bar -e+.

(/e) Dia

1!0.3 1%5 0.0 100 %5 3$.# 1 D10

u c ! c hec At 'Av

1!.3 1.% %.3 orion 1%.9 3! 0

' for com*ine" torion an" hear4

'ota/ 'Min -einf. e"

(Av62At) (Av62At) A

Dia

%9 2% 3! D10 o' *om+,ne &e$'/to',on e t','' D101

' 2 /e = 2.A

SHEAR !"RSI"N DESIGN (300.500) Element no LC 35 (#$% !o',on)



h (mm) = 500 0.$5 (pacin) = 100 mm

cover (mm) = 50 150000 Acp = Aoh = #!100

"c (mm) = #2.5 pcp = ph = 11%0 mm

" (mm) = !2#.5 Ao = %29$5

31%.%5!


(/e) Dia

2#.2 32 0.0 100 0 0.0 0 D10

'on/y minimum hear reinforcem

u c ! c hec At 'Av

min = ==7 A min = min . *. "

mm2ma& = ==7 A ma& = ma& . *. "

mm2

=

&10%(mm) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)


2/42

21.9 1.% %.3 orion 25.$ 52 0



(Av62At) (Av62At) A

Dia o' *om+,ne &e$'/to',on e t','' D101

105 2% 52 D10

' 2 /e = 2.A

2

FLEXURE DESIGN (61 300.500) Element no 0 LC 32



h (mm) = 500 0.0035

cover (mm) = 50 A min = !!9

"c (mm) = #2.5 0.01$%

" (mm) = !2#.5 A ma& = 23$#

0.9' oitive Moment 5!5.#2259 ' S = pacin *ar center to center


(mm) (pc) (mm) (mm)

#$.2# 3#.$ 5!% 9$2 2 - D25 155 50




h (mm) = 500 0.$5 (pacin) = 100 mm

cover (mm)= 50 150000 Acp = Aoh = #!100

"c (mm) = #2.5 pcp = ph = 11%0 mm

" (mm) = !2#.5 Ao = %29$5


(/e) Dia

!2.% 50 0.0 100 0 0.0 0 D10


u c ! c hec At 'Av

0.9 1.% %.3 o or 1.0 0 0


'ota/ 'Min -einf. e"(Av62At) (Av62At) A

Dia

0 2% 13 D10 o' *om+,ne &e$'/to',on e t','' D101

' 2 /e = 2.A

SHEAR !"RSI"N DESIGN (300.500) Element no 81 LC 35 (#$% !o',on)



h (mm) = 500 0.$5 (pacin) = 100 mm

cover (mm) = 50 150000 Acp = Aoh = #!100

"c (mm) = #2.5 pcp = ph = 11%0 mm

(mm2) (mm2) (mm2)

min = ==7 A min = min . *. "

mm2

ma& = ==7 A ma& = ma& . *. "

mm2

=

&10%(mm) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

=

A (mm2) = mm2


3/42

" (mm) = !2#.5 Ao = %29$5

31%.%5!


(/e) Dia

2!.3 29 0.0 100 0 0.0 0 D10

'on/y minimum hear reinforcemu c ! c hec At 'Av

3.9 1.% %.3 Min.or. !.% 0 0



(Av62At) (Av62At) A


0 2% 13 D10

' 2 /e = 2.A

3

FLEXURE DESIGN (RG2 400.700) Element no 20 LC 35


B(mm) = !00 fy = 390 Mpa Stirrup = D 10

h (mm) = %00 0.0035

cover (mm) = 50 A min = #39

"c (mm) = #2.5 0.01$%

" (mm) = 52#.5 A ma& = 392#

0.9

' eative Moment 2!9#.##9# ' S = pacin *ar center to center

Mu a A re+ A ue" Bar S S min(mm) (pc) (mm) (mm)

!05.%! 129.% 2!9$ 29!5 7 - D25 51 50



B(mm) = !00 fy (Mpa) = 390 Stirrup = D 10

h (mm) = %00 0.$5 (pacin) = 100 mm

cover (mm)= 50 2!0000 Acp = Aoh = 1!2100

"c (mm) = #2.5 pcp = ph = 15%0 mm

" (mm) = 52#.5 Ao = 120#$5


(/e) Dia

2%9.$ 31# 0.0 1%5 152 #3.# 1 D10

u c ! c hec At 'Av

2.$ !.3 1#.2 o or 3.2 0 0



(Av62At) (Av62At) A

Dia

0 3! 1# D10 o' *om+,ne &e$'/to',on e t','' D101

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

min = ==7 A min = min . *. "

mm2

ma& = ==7 A ma& = ma& . *. "

mm2

=

&10%(mm) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)


4/42

' 2 /e = 2.A




h (mm) = %00 0.$5 (pacin) = 100 mmcover (mm) = 50 2!0000 Acp = Aoh = 1!2100

"c (mm) = #2.5 pcp = ph = 15%0 mm

" (mm) = 52#.5 Ao = 120#$5

31%.%5!


(/e) Dia

91.0 10# 0.0 1%5 0 0.0 0 D10


u c ! c hec At 'Av

59.# !.3 1#.2 orion #0.3 #5 0' for com*ine" torion an" hear4


(Av62At) (Av62At) A


1!9 3! #5 D10

' 2 /e = 2.A

4


Data fc = 22.1 Mpa Main Bar = D 25B(mm) = !00 fy = 390 Mpa Stirrup = D 10

h (mm) = %00 0.0035


"c (mm) = #2.5 0.01$%

" (mm) = 52#.5 A ma& = 392#

0.9

' oitive Moment $#9.99$$% ' S = pacin *ar center to center


(mm) (pc) (mm) (mm)

155.$$ !5.# $$0 9$2 2 - D25 255 50




h (mm) = %00 0.$5 (pacin) = 100 mm

cover (mm)= 50 2!0000 Acp = Aoh = 1!2100

"c (mm) = #2.5 pcp = ph = 15%0 mm

" (mm) = 52#.5 Ao = 120#$5


(/e) Dia11#.2 13$ 0.0 1%5 0 0.0 0 D10

=A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

min = ==7 A min = min . *. "

mm2

ma& = ==7 A ma& = ma& . *. "

mm2

=

&10%(mm) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 10

3

() & 10

3

() & 10

3

() & 10

3

() & 10

3

() (mm

2

)


5/42


u c ! c hec At 'Av

5.! !.3 1#.2 Min.or. %.3 0 0



(Av62At) (Av62At) A

Dia

0 3! 1# D10 o' *om+,ne &e$'/to',on e t','' D101

' 2 /e = 2.A




h (mm) = %00 0.$5 (pacin) = 100 mm

cover (mm) = 50 2!0000 Acp = Aoh = 1!2100

"c (mm) = #2.5 pcp = ph = 15%0 mm" (mm) = 52#.5 Ao = 120#$5

31%.%5!


(/e) Dia

99.3 11# 0.0 1%5 0 0.0 0 D10


u c ! c hec At 'Av

29.9 !.3 1#.2 orion 35.2 3# 0


'ota/ 'Min -einf. e"(Av62At) (Av62At) A


#5 3! 3# D10

' 2 /e = 2.A

5




h (mm) = !00 0.0035cover (mm) = 50 A min = 2$#

"c (mm) = #2.5 0.01$%

" (mm) = 32#.5 A ma& = 152!

0.9

' eative Moment #0%.9319! ' S = pacin *ar center to center


(mm) (pc) (mm) (mm)

#3.9$ 5$.# #0# 9$2 2 - D25 105 50




u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

min = ==7 A min = min . *. "mm2

ma& = ==7 A ma& = ma& . *. "

mm2

=

&10%(mm) (mm2) (mm2)


6/42

h (mm) = !00 0.$5 (pacin) = 100 mm

cover (mm)= 50 100000 Acp = Aoh = !0%00

"c (mm) = #2.5 pcp = ph = $%0 mm

" (mm) = 32#.5 Ao = 3!510

,u u ,c , re+ Av -e Bar -e+. (/e) Dia

9$.9 11% 11.# %! 52 !1.0 1 D10

u c ! c hec At 'Av

#.% 0.% 2.% orion $.9 33 0



(Av62At) (Av62At) A

Dia

%% 21 33 D10 o' *om+,ne &e$'/to',on e t','' D101' 2 /e = 2.A




h (mm) = !00 0.$5 (pacin) = 100 mm

cover (mm) = 50 100000 Acp = Aoh = !0%00

"c (mm) = #2.5 pcp = ph = $%0 mm

" (mm) = 32#.5 Ao = 3!510

31%.%5!


(/e) Dia

!0.0 !# 3$.9 %% 0 0.0 0 D10


u c ! c hec At 'Av

!5.2 0.% 2.% orion 53.2 19# 0



(Av62At) (Av62At) A


395 21 19# D10' 2 /e = 2.A

6

FLEXURE DESIGN (FG1 400.00) Element no 405 LC 48



h (mm) = $00 0.0035

cover (mm) = 50 A min = 1019

"c (mm) = #2.5 0.01$%

" (mm) = #2#.5 A ma& = 5!15

0.9

=

A (mm2) = mm2

mm2

,u8& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

min = ==7 A min = min . *. "

mm2

ma& = ==7 A ma& = ma& . *. "

mm2

=


7/42

' eative Moment 22%!.!292 ' S = pacin *ar center to center


(mm) (pc) (mm) (mm)

531.52 11#.5 22%! 2!5! 5 - D25 %! 50




h (mm) = $00 0.$5 (pacin) = 100 mm

cover (mm)= 50 320000 Acp = Aoh = 200100

"c (mm) = #2.5 pcp = ph = 19%0 mm

" (mm) = #2#.5 Ao = 1#00$5


(/e) Dia

3%3.# !2$ 0.0 22$ 200 #0.5 1 D10

u c ! c hec At 'Av

0.2 %.$ 2#.2 o or 0.2 0 0



(Av62At) (Av62At) A

Dia

0 3! 1# D10 o' *om+,ne &e$'/to',on e t','' D101

' 2 /e = 2.A

SHEAR !"RSI"N DESIGN (400.00) Element no 337 LC 52 (#$% !o',on)Data fc (Mpa) = 22.1 Main Bar = D 25


h (mm) = $00 0.$5 (pacin) = 100 mm

cover (mm) = 50 320000 Acp = Aoh = 200100

"c (mm) = #2.5 pcp = ph = 19%0 mm

" (mm) = #2#.5 Ao = 1#00$5

31%.%5!


(/e) Dia

$.$ 10 0.0 22$ 0 0.0 0 D10


u c ! c hec At 'Av

%9.9 %.$ 2#.2 orion $2.2 %2 0



(Av62At) (Av62At) A


12! 3! %2 D10

' 2 /e = 2.A

7

&10%(mm) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)


8/42

FLEXURE DESIGN (F61 400.700) Element no 473 LC 48



h (mm) = %00 0.0035


"c (mm) = #2.5 0.01$%

" (mm) = 52#.5 A ma& = 392#

0.9

' eative Moment 99$.5!1!! ' S = pacin *ar center to center


(mm) (pc) (mm) (mm)

1#5.$ 51.$ 999 1!#3 3 - D25 12$ 50




h (mm) = %00 0.$5 (pacin) = 100 mm

cover (mm)= 50 2!0000 Acp = Aoh = 1!2100

"c (mm) = #2.5 pcp = ph = 15%0 mm

" (mm) = 52#.5 Ao = 120#$5


(/e) Dia

135.9 1%0 12.5 1%% 0 0.0 0 D10


u c ! c hec At 'Av

22.2 !.3 1#.2 orion 2%.1 2$ 0



(Av62At) (Av62At) A

Dia

55 3! 2$ D10 o' *om+,ne &e$'/to',on e t','' D101

' 2 /e = 2.A



B(mm) = !00 fy (Mpa) = 390 Stirrup = D 10h (mm) = %00 0.$5 (pacin) = 100 mm

cover (mm) = 50 2!0000 Acp = Aoh = 1!2100

"c (mm) = #2.5 pcp = ph = 15%0 mm

" (mm) = 52#.5 Ao = 120#$5

31%.%5!


(/e) Dia

92.1 10$ #.5 1%% 0 0.0 0 D10


u c ! c hec At 'Av

2%.3 !.3 1#.2 orion 30.9 33 0

min = ==7 A min = min . *. "

mm2

ma& = ==7 A ma& = ma& . *. "

mm2

=

&10%(mm) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%(mm) &10%(mm) &10%(mm) &10%(mm) (mm2) (mm2)

(mm2) (mm2) (mm2)

=

A (mm2) = mm2

mm2

,u8

& 103 () & 103 () & 103 () & 103 () & 103 () (mm2)

u8

&10%

(mm) &10%

(mm) &10%

(mm) &10%

(mm) (mm2

) (mm2

)


9/42



(Av62At) (Av62At) A


%% 3! 33 D10

' 2 /e = 2.A

(mm2) (mm2) (mm2)


10/42

A = !91

A = #9

A = !91

A = #9

Av = 2 /e = 2A

0

A = !91

A = #9

nt

mm2

mm2

mm2

mm2

mm2

mm2


11/42

Av = 2 /e = 2A

0

A = !91

A = #9

A = !91

A = #9

nt

Av = 2 /e = 2A

0

A = !91

A = #9

mm2

mm2

mm2

mm2

mm2

mm2


12/42

nt

Av = 2 /e = 2A

0

A = !91

A = #9

A = !91

A = #9

Av = 2 /e = 2A

0

mm2

mm2

mm2

mm2


13/42

A = !91

A = #9

nt

Av = 2 /e = 2A

0

A = !91A = #9

A = !91

A = #9

mm2

mm2

mm2

mm2

mm2

mm2


14/42

nt

Av = 2 /e = 2A

0

A = !91

A = #9

nt

Av = 2 /e = 2A

0

A = !91

A = #9

A = !91

A = #9

mm2

mm2

mm2

mm2

mm2

mm2


15/42

Av = 2 /e = 2A

0

A = !91

A = #9

nt

Av = 2 /e = 2A

0

A = !91

A = #9

mm2

mm2

mm2

mm2


16/42

A = !91

A = #9

Av = 2 /e = 2A

0

A = !91

A = #9

nt

Av = 2 /e = 2A

0

mm2

mm2

mm2

mm2


17/42

A = !91

A = #9

A = !91

A = #9

nt

Av = 2 /e = 2A

0

A = !91

A = #9

nt

mm2

mm2

mm2

mm2

mm2

mm

2


18/42

Av = 2 /e = 2A

0


19/42

SHEAR DESIGN Fo' C"LU#N C1 (700.700) Element no 35 LC 38

Data fc (Mpa) = 22.1 Main Bar = D 25 A =

B(mm) = %00 fy (Mpa) = 390 Stirrup = D 10 A =

h (mm) = %00 0.$5 :e = 2

cover (mm) = 50 3%0000"c (mm) = #2.5

" (mm) = 52#.5

,u u ,c , re+ Stee/ -e+ Stee/ Min Stee/

(mm) (mm) (m

1%%.0 195.0 !20.! 2%9 0 D10 ; 2%3 D10 ; 30% D10 ;

=

A (mm2

) =

,u8

&103 () &103 () &103 () &103 () &103 ()


20/42

!90.$#!

#$.539$

e"

)

100

mm2

mm2


21/42

ROOF

Fle%'e De,:n o Roo (Element 741; Lo$ Com+,n$t,on 34)

Lon:,t,n$l Re,no'*ement (!o 6$')

Data f


22/42

h = 150 mm = 0.00200

cover = !0 mm A min = 300

"c = 59.5 mm = 0.01$%1

" = 90.5 mm A ma& = 1%$!

= 0.9

Mu a A re+ Stee/ e"(.m) (mm) Bar

13.12 9.0 !35 D13 ; 200 %%!

ote

Bottom Bar (>) Direction4 ee p/ate orientation of tructura/ mo"e/

1 st FLOOR

Fle%'e De,:n o 1 t Floo' (Element952; Lo$ Com+,n$t,on 34)


Data f


23/42

" = 90.5 mm A ma& = 1%$!

= 0.9

Mu a A re+ Stee/ e"

(.m) (mm) Bar

9.$% %.# 322 D13 ; 200 %%!

ote op Bar (6>) Direction4 ee p/ate orientation of tructura/ mo"e/

Fle%'e De,:n o 1 t Floo' (Element 94; Lo$ Com+,n$t,on 32)

!'$n


24/42

(.m) (mm) Bar

#.99 !.# 225 D13 ; 200 %%!

ote


Fle%'e De,:n o G'on Floo' (Element 5; Lo$ Com+,n$t,on 32)

!'$n


25/42

PILE CAP 1

Fle%'e De,:n o F1 (Element 1282; Lo$ Com+,n$t,on 3)


Data f


26/42

h = #00 mm = 0.00200

cover = 150 mm A min = 1!00

"c = 1#$.5 mm = 0.01$%1

" = 521.5 mm A ma& = 9#05

= 0.9

Mu a A re+ Stee/ e"(.m) (mm) Bar

0.53 0.1 3 D19 ; 200 1!1$

ote


PILE CAP 2



Data f


27/42

" = %31.5 mm A ma& = 11#52

= 0.9

Mu a A re+ Stee/ e"

(.m) (mm) Bar

11.!5 1.1 52 D19 ; 200 1!1$

ote op Bar (6>) Direction4 ee p/ate orientation of tructura/ mo"e/


!'$n


28/42

=UNCHING SHEAR DESIGN

Data fc = 22.1 Mpa

h (mm) = #00 fy = 390 Mpa

cover (mm) = 150 0.$5

"c (mm) = 1#$.5 Main Bar D 19 A = 2$3.53

" (mm) = 521.5 Secn Bar D 19 A = 2$3.53

?rom o/umn -eaction o/umn ( %00.%00) @/ement no 13$ : 33 ?rom i/e -eaction

Data Data

B (mm) = %00 "p (mm) = %00

D (mm) = %00 Sp (mm) = 1500

*o (mm) = !!$% (182"p6") = $21.5 (mm) ==7

1 *o (mm) = 3523

!0

u ,n ,c ?ormu/a ,c ue" hec

() () () um*er () Depth

1.#1@603 2011.$ 5!9$.9

%09!.# 3 3%%%.0

3%%%.0

u ,n ,c ?ormu/a hec

() () () um*er Depth

22#$ 2%$0 2$#9.2 3

' /timate A&ia/ Bearin apacity = 22#$

=

mm2

mm2

c =

=


29/42

Sin/e


30/42

1

Fle%'e De,:n 1 (Element 1040; Lo$ Com+,n$t,on 3)


Data f


31/42

!'$n


32/42

!'$n


33/42

Lon:,t,n$l Re,no'*ement (6ottom 6$')

Data f


34/42


Data f


35/42

B = 1000 mm fy = 390 Mpa ranv. Bar = D 13 A = 132.#3

h = 150 mm =

cover = !0 mm A min = 300

"c = %2.5 mm =

" = $#.5 mm A ma& = 1%2$

= 0.9Mu a A re+ Stee/ e"

(.m) (mm) Bar

0.1% 0.1 5 D13 ; 200 %%!

ote


mm2

min ==7 A min = min . *. h

mm2

ma& ==7 A ma& = ma& . *. "

mm2

(mm2) A ue" (mm2)


36/42

1



Data f


37/42

!'$n


38/42

!'$n


39/42


40/42


Data f


41/42

B = 1000 mm fy = 390 Mpa ranv. Bar = D 1% A = 201.0%

h = 200 mm =

cover = !0 mm A min = !00

"c = %1 mm =

" = 139 mm A ma& = 25$#


(.m) (mm) Bar

%%.$2 32.2 15!9 D1% ; 100 2011

ote


5



Data f


42/42

B = 1000 mm fy = 390 Mpa ranv. Bar = D 1% A = 201.0%

h = 200 mm =

cover = !0 mm A min = !00

"c = %1 mm =

" = 139 mm A ma& = 25$#


(.m) (mm) Bar

29.2! 13.1 %29 D1% ; 200 1005

ote

op Bar (6>) Direction4 ee p/ate orientation of tructura/ mo"e/


!'$n

Documents

Manual Concrete for Administration Build