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SLAB LENGTH WIDTH QUANTITY

GROUND FLOOR

S-1 (ONE-WAY) 6 3 16

S-2 (TWO-WAY) 3 3 1

S-3 (ONE-WAY) 3 1.5 1

2ND FLOOR

S-1 (ONE-WAY) 6 3 16

S-2 (TWO-WAY) 3 3 1

S-3 (ONE-WAY) 3 1.5 1

3RD FLOOR

S-1 (ONE-WAY) 6 3 16

S-2 (TWO-WAY) 3 3 1

S-3 (ONE-WAY) 3 1.5 1

ROOF DECK

S-

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TEM!. STRAIGHT BARS

FACTOR

1"

#

.5

AREA(S$.%)

REINFORCED STEEL BARSS!ACING (%)

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DISCONTINUOUS (CUT BARS)

FACTORAREA

(S$.%)REINFORCED STEEL BARS

S!ACING (%)

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SLAB REINFORCEMENT

CONTINUOS (CUT BARS)

FACTOR

AREA(S$.%)

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REINFORCED STEEL BARSS!ACING (%)

AREA(S$.%)

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DISCONTINUOUS (CUT BARS)

FACTORREINFORCED STEEL BARS

S!ACING (%)

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LONG S!AN

MIDS!AN (CUT BARS)

FACTORAREA

(S$.%)

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REINFORCED STEEL BARSS!ACING (%)

AREA(S$.%)

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CONTINUOS (CUT BARS)

FACTORREINFORCED STEEL BARS

S!ACING (%)

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S&' Q'/+,+0

GROUND FLOORS-1 (ONE-WAY) 6 3 16 .125 1"

S-2 (TWO-WAY) 3 3 1 .125 #

S-3 (ONE-WAY) 3 1.5 1 .125 .5

31.5

2ND FLOOR

S-1 (ONE-WAY) 6 3 16 .125 1"

S-2 (TWO-WAY) 3 3 1 .125 #

S-3 (ONE-WAY) 3 1.5 1 .125 .5

3RD FLOORS-1 (ONE-WAY) 6 3 16 .125 1"

S-2 (TWO-WAY) 3 3 1 .125 #

S-3 (ONE-WAY) 3 1.5 1 .125 .5

ROOF DECK

S-1 6 3 1 .125 1"

*-2 3 3 1 .125 #

L/+4(%)

W,+4(%)

T4,7/*(%)

A8'(*$.%)98

*&'

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S&' C*+ E*+,%'+

3." : 132;3. 5.2 31#1.63 .62

1.1"125 : ;13.3" 1."2 ##. 1.3#

.5#625 : 2;6.1# ".#1 #." .

3#.51"5 138,501.56 5#6.# 331.2 6.1

6682.48 93.42

3." : 132;3. 5.2 31#1.63 .62

1.1"125 : ;13.3" 1."2 ##. 1.3#

.5#625 : 2;6.1# ".#1 #." .

138,501.56 5#6.# 331.2 6.1

3." : 132;3. 5.2 31#1.63 .62

1.1"125 : ;13.3" 1."2 ##. 1.3#

.5#625 : 2;6.1# ".#1 #." .

: 13";51.56 5#6.# 331.2 6.1

.1625 : 1;56".5 65."" 33#1.11 .1

1.1"125 : ;13.3" 1."2 ##. 1.3#

144,703.13 623. 3#."5 "."

560,207.81 21.61 1351.5 1"".#3

'&&='/

T+'& A%/+?8 C/8+

!8,/ U*,/R'0 M,@(39*,)

N%8 ?R,/?8S+& B'8*R$,8

(12%% @ .5%)

T+'& =,4+ ,/7,&8'%* =,+45> '&&='/*

16 G.I. T,W,8 (7)

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T+'& C*+

1553 : 2";6.

"5.2 : ";#"".62

22.36 : ;#.55

162621.6 301,123.16

1553 : 2";6.

"5.2 : ";#"".62

22.36 : ;#.55

162621.6 301,123.16

1553 : 2";6.

"5.2 : ";#"".62

22.36 : ;#.55

162621.6 301,123.16

165".#6 : 35;61.1

"5.2 : ";#"".62

169903.2 : 31;66.33

657768 1,217,975.81

T+'& A%/+?8

R,/?8%/+*

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C*+ E*+,%'+* Special Moment Resisting Frame

SLAB

F!!R#$%&'(SS )rea "otal *ol. o+ %oncrete "ot

tm/ m w/ 5% allowance (m )

ron .125 31.5 3#.51"5

2n .125 31.5 3#.51"5

3r .125 31.5 3#.51"5

Roo+ec .125 315 1.335

"otal 160.059375

BEAMS "otal *ol. o+ %oncrete "otal eig-t o+ Steel

w/ 5% allowance (m ) 5 alloance g/

2n 2.36 2"2

3r 2.36 2"2

Roo+ec 2.36 2"2

"otal 72.918 8460

COLUMNS "otal *ol. o+ %oncrete "otal eig-t o+ Steel

w/ 5% allowance (m ) 5 alloance g/

ron 13. 6.2

2n 11.6 63.33

3r 11.6 63.3"

T+'& 36.#6 211#3.3

MASONRY WALLS )rea %# :ieces 6;/

5 alloance +or

www.magkano.com/construction/construct.htm

Y'8 9'+ M'84; 21

"!") %!S" F!R S:(%$) M!M('" R(S$S"$' FR)M(

"!") )M!?'"> :rice :eso %ost

%oncrete 26#.#335 1#5

Re=

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C*+ E*+,%'+* Special Moment Resisting Frame

SMRF @?R)"$!' $' #!?RS>

For Sla

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C*+ E*+,%'+* Special Moment Resisting Frame

al eig-t o+ Steel

5 alloance g/

65.#

66.#

6.#

6".#

27109.6

:)S"( S)'@

3 m m

331 33.1

1-%% '8

:esos

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C*+ E*+,%'+* Special Moment Resisting Frame

M/+4*

ction

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C*+ E*+,%'+* OMRF =,+4 S4'8='&&

SLAB

F!!R"#$%&'(SS )rea "otal *ol. o+ %oncrete "otal

tm/ m w/ 5% allowance (m ) 5

ron .125 31.5 3#.51"5

2n .125 31.5 3#.51"5

3r .125 31.5 3#.51"5

Roo+ec .125 315 1.335

"otal 160.059375

BEAMS "otal *ol. o+ %oncrete "otal eig-t o+ Steel

w/ 5% allowance (m ) 5 alloance g/

2n 23.36 22

3r 23.36 22

Roo+ec 23.36 22

"otal 69.918 8160

COLUMNS "otal *ol. o+ %oncrete "otal eig-t o+ Steel

w/ 5% allowance (m ) 5 alloance g/

ron #.3 66.2

2n ".125 663.33

3r ".125 663.3"

T+'& 25.6"5 2"#3.3

S-EARWALL

tmm/ m/ DantitC #eig-t m/ Rein+orcements

15 3 " 11 13" 9*. 16-%% ,'%. B'

*olme o+ %oncrete 9*. 16-%% ,'%. B'

39.6 , %+8* 212 9*. 16-%% ,'%. B'

334.607 7

MASONRY WALLS )rea %# :ieces 6;/

5 alloance +or

www.magkano.com/construction/construct.htm

Y'8 9'+ M'84; 21

%

.

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C*+ E*+,%'+* OMRF =,+4 S4'8='&&

"!") %!S" F!R S:(%$) M!M('" R(S$S"$' FR)M(

"!") )M!?'"> :rice :eso/ %ost

%oncrete 2#5.262 7 11"1#.5

Re=

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C*+ E*+,%'+* OMRF =,+4 S4'8='&&

eig-t o+ Steel

alloance g/

65.#

66.#

6.#

6".#

27109.6

(6% &/) 8+,'&

(6% &/) 48,/+'&

(6% &/)

:)S"(R S)'@

3 mi m

331 33.1

1-%% '8

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C*+ E*+,%'+* OMRF =,+4 S4'8='&&

83 cm on C=irection

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"R)@(=!FFS "!") %!S"S

SMRF 5,168,995.12

!MRF $"# S#()R ) 5,253,044.57