3.1.2-mass data
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Transcript of 3.1.2-mass data
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ONE ADRIATICO PLACE
Mass Calculation
@ TYPICAL FLOORS:
No. of Floors = 33 A
Area = 1072 Unit
= 23.60
SUPERIMPOSED DEADLOADS: SLAB:
Ceiling and Utilities = 0.2 !hic"ness, t = 0.1#0 $.
Floor Finish = 1.1%6 Weight, W = 3.#
&artitions = 1.%1
Weight, W = 3.3#
BEAMS:
Frame Beams Intermediate Beams
Width, ' = 0.0 $. Width, ' = 0.20 $.
!otal de(th, d = 0.70 $. !otal de(th, d = 0.70 $.
!otal length, ) = 1%6.%0 $. !otal length, ) = 126.# $.Weight, W = 1.21 Weight, W = 0.3%
COLUMNS:
Width, ' = 0.*0 $.
)ength, h = 0.*0 $.
+eight, + = 3.00 $.
No.of col$ns, n = 22
Weight, W = 0.6
EAR ALLS:
S!" S!# I !hic"ness, t = 0.# $. !hic"ness, t = 0.# $.
)ength, ) = 26.00 $. )ength, ) = .#0 $.
+eight, + = 3.00 $. +eight, + = 3.00 $.
No.of -alls, n = 1 No.of -alls, n = 2
Weight, W = 0.3% Weight, W = 0.13
S!$ S!#
!hic"ness, t = 0.# $. !hic"ness, t = 0.# $.
)ength, ) = 3.#0 $. )ength, ) = #.00 $.
+eight, + = 3.00 $. +eight, + = 3.00 $.
No.of -alls, n = 6 No.of -alls, n = 2
Weight, W = 0.31 Weight, W = 0.1#
% &'&(
% $)"*"( +N
$2
it Weight of Concrete, γ "N/$3
"N/$2
"N/$2 "N/$2
"N/$2
"N/$2
"N/$2 "N/$2
"N/$2
"N/$2 "N/$2
"N/$2 "N/$2
EIGHTTOTAL +N,m
#
TOTAL@TYP'FLOORS
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EA USAGE : +&!A) -'(- . -'*-
eight of Concrete, g = 23.6
/ / /
/ / /
PANEL:
)ength, ) = *.6* $.
# .
0 0
Width, W = #.00 $.
. -'$- . -')- .
COLUMNS:
/ / /
/ / /
Width, ' = 0.60 $.
+eight, h = 0.60 $.
)ength, + = .#0 $.
Weight, W = "N
-'(- . -'*-
SLAB:
!hic"ness, t = $. *.6*Area, A =
Weight, W = "N
BEAMS:
Frame Beams
Width, ' = 0.0 $.
!otal de(th, d = 0.60 $.
No. of 'ea$s, n = 2
Weight, W = "N
termediate BeamsWidth, ' = 0.30 $.
!otal de(th, d = 0.#0 $.
No.of 'ea$s, n = 1
Weight, W = "N
SUPERIMPOSED DEADLOADS:
Ceiling and & = 0.2 "&a
Floor Finish = "&a
&artitions = "&a
Weight, W = "N
= /// +Pa
= /// 0s1
"N/$3
$2
TOTAL
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ONE ADRIATICO PLACE
Mass Calculation
Ground Floor Area = ###
No. of Floors = 1
Concrete Unit Weight = 23.60
SLAB Aerage thic!ness = 0.12" .
Weight = 2.95
S D L
Ceiling and Utilities 0.2$
Floor Finish 1.1%6&artitions 1.%1$
TOTAL = 3.35
B E A M S
MARK SIZE (m AREA WEI!"T
# h m
G'1 0."0 0.(0 0.3" 6$.(0 0.0)$
G'2 0."0 0.(0 0.3" 323.30 0.$20
G'3 0."0 0.(0 0.3" 200.00 0.260
G'$ 0."0 0.(0 0.3" "$.00 0.0(0
G'$A 0.20 0.(0 0.1$ "$.00 0.02)
G'$* 0.20 0.)0 0.16 31.)0 0.01%
G'" 0."0 0.(0 0.3" 2$.00 0.031
G'6 0."0 0.(0 0.3" 160.2" 0.20)
G'( 0."0 0.(0 0.3" %0.00 0.11(
G') 0."0 0.(0 0.3" $0."0 0.0"3
G'% 0."0 0.(0 0.3" 2(.00 0.03"
G'10 0."0 0.(0 0.3" $".%0 0.060
G'11 0."0 0.(0 0.3" "3.20 0.06%
G'12 0."0 0.(0 0.3" $0."0 0.0"3
G'13 0."0 0.(0 0.3" 23.$0 0.030
G'1$ 0."0 0.(0 0.3" 22.00 0.02%
G'1" 0."0 0.(0 0.3" "$.00 0.0(0
&+G'1 0."0 0.(0 0.3" (2.00 0.0%$
G'1( 0."0 0.(0 0.3" 23.$0 0.030
,*'1 0.$0 0.(0 0.2) 1).00 0.01%
*'1 0.$0 0.(0 0.2) 10$.30 0.10)
*'2 0.$0 0.(0 0.2) 323."0 0.336
*'3 0.$0 0.(0 0.2) 3".10 0.036*'$ 0.$0 0.(0 0.2) 60.00 0.062
*'" 0.$0 0.(0 0.2) 66.00 0.06%
*'6 0.$0 0.(0 0.2) )3.$0 0.0)(
*'( 0.$0 0.(0 0.2) 3".00 0.036
*') 0.$0 0.(0 0.2) 12%.$0 0.13$
*'% 0."0 0.(0 0.3" %%.00 0.12%
TOTAL = $.%%&
C O L ' M N S
Floor'to'-oor height = 3.00 .
MARK SIZE (m AREA N. ) WEI!"T
# h *+,m-'1 to C' 1.00 1.00 1 66 0.36(
') to C' 0.)0 0.)0 0.6$ 2) 0.100
C'10 0."0 1.00 0." 6 0.01(
TOTAL = /.0&0
S " E A R W A L L S
Floor'to'-oor height = 3.00 .
MARK t EN!T AREA N. ) WEI!"T
m m 1++
,W'1 0.6 26.00 1".60 1 0.0)(
,W'2 0." $."0 2.2" 2 0.02"
,W'3 0." 3."0 1.(" 6 0.0")
,W'$ 0." ".00 2."0 2 0.02)
TOTAL = /.$9&
&.%/
444
2
!N3
N6m2
!N3
!N3
!N3
LTOTAL
m2 N6m2
m2 N6m2
m2 N6m2
WEI!"TTOTAL
=
WEI!"TTOTAL7!RO'ND8LOORS
(N=
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4AFF) C4&4A! CN!4A 5A!A
1.20 2.#
*00 *00
AREA USAGE : 549WA:
= 2
00 *00
PANEL: *.#0$)ength, ) = %.#0 $. *00 *00Width, W = *.#0 $.
00 *00
COLUMNS:
Width, ' = 1.20 $.
+eight, h = 2.#0 $. *00 *00
)ength, + = 3.20 $. %.#0$No.of col$ns, n =
!otal Weight, = 230.0 "N =
;
SLAB:
!hic"ness, t = 10 $$.
Area, A = 63.%% = %.#
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A 5A!A
AREA USAGE : HOSPITAL 400 x 1000= 24
4 0 0 x 9 0 0
4 0 0 x 1 0 0 0
4 0 0 x 1 0 0 0
PANEL:
Length, L = 8.50 m.
Width, W = 8.50 m.
400 x 900COLUMNS:
Width, b = 0.60 m.
Height, h = 0.60 m.
Length, H = 4.50 m.
No.of o!"mn#, n = 4
Tot$! Weight, = %8.88 &N = 400 x 1000
SLAB: 8.50
Thi&ne##, t = '25 mm.
A(e$, A = 65.25 = )L * b+'000 - )W * b+'000 * )bo!+2 - ho!+2 - 4/
Tot$! Weight, = '5.8 &N =
BEAMS:
Frame Beams
Width, b = 400 mm.
Tot$! de1th, d = 600 mm.
Length, = .0 m. = L * bLength, = .0 m. = W * h
Tot$! Weight, = '.0' &N =
Intermediate Beams
Width, b = %00 mm.
Tot$! de1th, d = 500 mm.
Length, L = .0 m. = L * b
No.of be$m#, n = '
Tot$! Weight, = 2'.%% &N =
SUPERIMPOSE EALOAS:
3ei!ing $nd P = 0.2% &P$
!oo( ini#h = '.'6 &P$
P$(tition# = '.'4 &P$
= 2'8.52 &N =
= !"#$ %Pa
= 1&$"1 's(
7nit Weight of 3on(ete, γ &N+m%
WT γ bhH
m2
WT γ At
L'L
2
WT γ bd)L' L2
WT γ b)d*tL
Tot$! Weight, WT
)#d!' #d!
2 #d!
%A
)*O*AL
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SOUTH LU3ON MEDICAL CENTA 5A!A
AREA USAGE : HOSPITAL 400 x= 24
+ + +
PANEL:
8 . 5
0
Length, L = 8.50 m. $00 xWidth, W = 8.50 m.
x
COLUMNS:
+ + +
Width, b = 0.60 m. $00 xHeight, h = 0.60 m.
Length, H = 4.50 m.
No.of o!"mn#, n = 4
Tot$! Weight, = %8.88 &N = 400 x
SLAB: 8.5
Thi&ne##, t = '25 mm.
A(e$, A = 65.25 = )L * b+'000 - )W * b+'000 * )bo!+2 - h
Tot$! Weight, = '5.5 &N =
BEAMS:
Frame Beams
Width, b = 400 mm.
Tot$! de1th, d = 600 mm.
Length, = .0 m. = L * bLength, = .0 m. = W * h
Tot$! Weight, = '82.02 &N =
Intermediate Beams
Width, b = %00 mm.
Tot$! de1th, d = 500 mm.
Length, L = .0 m. = L * b
No.of be$m#, n = 2
Tot$! Weight, = 42.66 &N =
SUPERIMPOSE EALOAS:
3ei!ing $nd P = 0.2 &P$
!oo( ini#h = '.'6 &P$
P$(tition# = '.'4 &P$
= 24.' &N =
= 9"#, %Pa
= ,04"- 's(
7nit Weight of 3on(ete, γ &N+m%
WT γ bhH
m2
WT γ At
L'L
2
WT γ bd)L' L2)2
WT γ b)d*tL
Tot$! Weight, WT
)#d!' #d!
2 #d!
%A
)*O*AL
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ER
&00
+ + +-00
8 . 5
0
x
+ + +
-00
&00
o!+2 - 4/
