Dispro Beha

7/23/2019 Dispro Beha

http://slidepdf.com/reader/full/dispro-beha 1/83

A. Penentuan Dimensi Balok

Tinggi balok rencana = 1/12 L sd 1/8 LLebar balok rencana = 1/2 h sd 2/3 h

kode Lx (mm) Ly (mm)

Tinggi balok renc (mm

!B12 ""## $###%&1%%%" $%2' "'#

"## 8##

!B23 ""#1 $3'#%&1"' $%2%2' ""$1%%"

"## 8##

B12 &12# $###3&33333 '1' "'#

'## 8##

12 '33# $###&&&1%%" %%%2' "'#

'## 8##

B23 &12# $3'#3&33333 '1' ""$1%%"

'## 8##23 '33# $3'#

&&&1%%" %%%2' ""$1%%"'## 8##

B33* 3'## &12#2$1%%%" &3"' 3&33333

3## '##

33* 3'## '3##2$1%%%" &3"' &&1%%%"

3'# '##

!*B%" T!+,,! 2'## &'##2#83333 312' 3"'

3## '##

Ba !B12 38'# &'##32#8333 &812' 3"'

3'# &##

Ba !B23 38'# &%'#32#8333 &812' 38"'

3'# &##

Ba B12 &12# &'##3&33333 '1' 3"'

3'# &##

Ba 12 &'## '33#3"' '%2' &&&1%%"3'# '##

Ba B12 &12# &%'#3&33333 '1' 38"'

3'# '##

Ba 12 &%'# '33#38"' '812' &&&1%%"

&## '##

1# 22## 2%8#1833333 2"' 2233333

2## 3##

11 2%8# 31##2233333 33' 2'83333

3## 3##

12 2%8# 31'#2233333 33' 2%2'

3## 3##



Balok UtamaLnx (mm) Lny (mm)

) Lebar balok renc (mm)112' 3'# &%%%%%" &## '333333 "3'# 8%## B2

3'# &##11%8"' 3'# &%%%%%" &## '333333 "3'1 8$'# B2

3'# &##112' 2'# 3333333 &## '333333 382# 8%## B3

3## &##112' 2'# 3333333 &## '333333 '#3# 8%## B3

3## &##11%8"' 2'# 3333333 &## '333333 382# 8$'# B3

3## &##11%8"' 2'# 3333333 &## '333333 '#3# 8$'# B33## &##

'1' 1'# 2## 2'# 3333333 33## 382# B&2## 3##

%%2' 1"' 2333333 2'# 3333333 33## '### B&2## 3##

'%2' 1'# 2## 2'# 3333333 23"' &2##12' 3##

'%2' 1"' 2333333 2## 2%%%%%" 3%'# &3##2## 2##

'812' 1"' 2333333 2## 2%%%%%" 3%'# &&'#2## 2##

'%2' 1"' 2333333 2## 2%%%%%" 3$2# &3##2## 2##

%%%2' 1"' 2333333 2'# 3333333 &3## '#3#2## 3##

'812' 1"' 2333333 2'# 3333333 3$2# &3'#2## 3##

%%%2' 2## 2%%%%%" 2'# 3333333 &&'# '#3#2## 3##

33' 1## 1333333 1'# 2## 2#"' 2&8#12' 2##

38"' 1'# 2## 1'# 2## 2'3# 2$##1'# 2##

3$3"' 1'# 2## 1'# 2## 2'3# 2$'#1'# 2##



-eteranganB1 B1 = 8## . &##

B2= "## . 3'#B1 B3 = '## . 3##

B& = 3'# . 2##B1 B' = &## . 2##

B% = 3## . 1'#B1

B1

B1

B3

B3

B3



SNI 2847-2013

+o Lx (mm) Ly (mm) Lnx (mm) Lny (mm)

!B12 ""## $### 38'# &'## 11%8831

!B23 ""#1 $3'# 38'# &%'# 12#""$2

B12 &12# $### &12# &'## 1#$2233

12 '33# $### &'## '33# 118&&&&

B23 &12# $3'# &12# &%'# 1128%&1

23 '33# $3'# &%'# '33# 11&%23"

B33* 3'## &12# 3'## &12# 11""1&3

33* 3'## '3## 3'## '33# 1'228'"

!*B%" 22## &'## 22## &'## 2#&'&''

!*B%" 22## 2%8# 22## 2%8# 1218182

!*B%" 2%8# 31## 2%8# 31## 11'%"1%

!*B%" 2%8# 31'# 2%8# 31'# 11"'3"3

38'#







Ti0eh desain +o enis

lat

to $3$%$8' 12#12# 1

to $%3"'"3 12& 12#

to $'3833% 12# 12#

to 11#$%%$ 1&21333 12#

to $"8%311 12& 12#

to 111"$#" 1&21333 12#

to 8'8$%&$ 1#$8%%" 12#

to 1#&1%"& 1&21333 12#

one 8#3&3"2 12# 12#2

to ''&3&$$ "1&%%%" 12#

to %&88%8" 82%%%%" 12#

to %'%$'"' 8& 12#

3

hmin(mm)

hmax(mm)



&

'

%

"



8

$



BalokLebar 45ekti5 6nersia

be1 (cm) be2 (cm) be3 (cm) be (cm) balok 0lat"' "2 22' "2 2$""8&&31 &'&"3& 128'%32

%&1%%%%" "2 1$2' %&1%%%" 2$#"8'3& &33%'8 1#$$'%

22' $% 22' $% 31'%'&&' '#$11$ 12821"%

1$2' $% 1$2' $% 31'%'&&' '#$11$ 1#$&$"%

""$1%%%" "2 232' "2 2$""8&&31 &'&"3& 133%#32

%&1"' "2 1$2' %&1"' 2$#"$31'2 &33%82 1#$$"#3

1$2'2' $% 1$2' $% 31'%'&&' '#$11$ 1#$'12

233"' $% 232' $% 31'%'&&' '#$11$ 1332'"%

3&333333 "2 2#% 3&33333 2'%3%'$"$ 3312%" '8833%

1#3 $% 2#% $% 31'%'&&' '#$11$ '"$&'%

Titik berat7y7 (cm)



22' $% 22' $% 31'%'&&' '#$11$ 12821"%

&&&1%%%" "2 22' &&&1%%" 2%$%&"3& 3"#'"1 "%112&

1332' $% 22' $% 31'%'&&' '#$11$ "'3%$%

22' $% 2%%' $% 31'%'&&' '#$11$ 12821"%

3&333333 "2 2#% 3&33333 21&1##"1$ 1'&&18 '8833%

""$1%%%" "2 232' "2 2$""8&&31 &'&"3& 133%#32

1#3 $% 2#% $% 2%&&#%#&8 233"2% '"$&'%

233"' $% 232' $% 31'%'&&' '#$11$ 1332'"%

""$1%%%" "2 2%%' "2 2$""8&&31 &'&"3& "'"1'2

1332' $% 232' $% 2%&&#%#&8 233"2% "'3%$%

233"' $% 2%%' $% 31'%'&&' '#$11$ 1332'"%

2$1%%%%" "2 1"' 2$1%%%" 1%3$&3%%2 '38'# &$$8#



8"' $% 1"' 8"' 2#1"#2128 82%3$ &$1&#

1#3 $% 2#% $% 31'%'&&' '#$11$ '"$&'%

&&1%%%%" "2 2%%' &&1%%%" 2%$3&131" 3%$%%3 "'%8&

8"' $% 1"' 8"' 2#1"#2128 82%3$ &$1&#

132' $% 2%%' $% 31'%'&&' '#$11$ "&$3"%

18333333 "2 11# 1833333 233"' %##&8 31&1%

3"' "2 22' 3"' 1"3333333 %#12# %&2%#

'' $% 11# '' 1"$&"3%8& 381$# 3#888

112' $% 22' $% 2#&28'"1& 8'2'8 %3&1"%



m

3'3"#&3

&#2'32% "&1$"#% 12# 12#

3$&3$2'

3$"#"&3

&%&$'$2

3&#3%13

3$'&1$% "%23%'$ 12# 12#

3$&3%2%

&%&8$81

382#'%&

'%3#'"%

%12$1'$ %332"31 12# 12#

8"8%1'8

kontroltebal 0lat

tebal 0latdesain

tebal 0latyg di0ake



3$"#"&3

&8%8"33

'1$81&8 "81'#2 12# 12#

%"'&$%"

3$"#"&3

2%2&%%2

3&"#'$' 821$"" 12# 12#

3&#3%13

&#33'38

382#'%&

%##'8&3

&3#$1'% 8%128%2 12# 12#

31#1#%2

382#'%&

1#""&23



38&8&3 %8$"2%' 12# 12#

1%81"#8

8"8%1'8

&88&2$2

&&'33#3 "&812&8 12# 12#

1%81"#8

%"$3$#8

1$113$3

13'%$&3 8$$#'32 12# 12#

#$3''"&

123%&#8

13&&3$'



PEMBEBANAN

Beban Mati

4lemen B imensi Berat

elat 2&## kg/m3 #12 288 kg/m290esi ( 3cm) 21 kg/m3 3 %3 kg/m2

asir 1%## kg/m3 ##' 8# kg/m2-eramik 2& kg/m2 1 2& kg/m2la5ond 18 kg/m2 1 18 kg/m2

otal 473 k!"m2

Beban #i$u%

Beban ,:na 2'# kg/m2

Beban e&'akto& 1;2 < 1;%L: = $%8

( min ###'833

( ma) ##&#318

'*+ , 2'

' , 2&#





SAIA

+o lat Lx (m) Ly (m) .

1 38' &' 12 &%

2 38' &%' 12 &%

3 &12 &' 11 &2

& &' '33 12 &%' &12 &%' 11 &2% &%' '33 11 &2

" 3' &12 12 &%

8 3' '33 1' '%$ 22 &' 2# %2

1# 22 2%8 12 &%

11 2%8 31 12 &%

12 2%8 31' 12 &%

PEN/ANAN APANAN

+o lat b d >n

1 1### $# 1#2 ##23

2 1### $# 1#2 ##233 1### $# 1#% ##22

& 1### $# 13$ ##1"

' 1### $# 1#% ##22% 1### $# 13% ##1"

" 1### $# #8& ##2%8 1### $# 1#2 ##23

$ 1### $# #&' ##331# 1### $# #33 ##3'

11 1### $# #&$ ##32

12 1### $# #&$ ##32

PEN/ANAN APANAN

+o lat b d >n

1 1### $# #8& ##2%2 1### $# #8& ##2%

3 1### $# #$& ##2&

& 1### $# 11' ##21

' 1### $# #$& ##2&% 1### $# 11$ ##2#

" 1### $# #"# ##2$

8 1### $# #%8 ##2$$ 1### $# #2' ##3%

1# 1### $# #2" ##3%

Di%akai ul

Di%akai ul



11 1### $# #&1 ##3&

12 1### $# #&1 ##3&



?lx ?tx . ?ly

%'$"& @%'$"& 38 '&'#1

%'$"& @%'$"& 38 '&'#1%8$83 @%8$83 3" %#""#

$#132 @$#132 38 "&&'"%8$83 @%8$83 3" %#""#8"8"2 @8"8"2 3" ""&11

'&'2& @'&'2& 38 &'#&2

%%3"" @%%3"" 3" &38'%2$#3% @2$#3% 3' 1%3$1

21'&3 @21'&3 38 1""$%

31$%$ @31$%$ 38 2%&#$

31$%$ @31$%$ 38 2%&#$

A hit:ng A !s

###2& ###'8 '2'

###2& ###'8 '2'###23 ###'8 '2'

###1" ###'8 '2'

###23 ###'8 '2'###18 ###'8 '2'

###2" ###'8 '2'###2& ###'8 '2'

###3& ###'8 '2'###3" ###'8 '2'

###3& ###'8 '2'

###3& ###'8 '2'

A hit:ng A !s

###2" ###'8 '2'###2" ###'8 '2'

###2' ###'8 '2'

###22 ###'8 '2'

###2' ###'8 '2'###21 ###'8 '2'

###3# ###'8 '2'

###3# ###'8 '2'###38 ###'8 '2'

###38 ###'8 '2'

an!an 10-140

!s

an!an 10-140

!s



###3' ###'8 '2'

###3' ###'8 '2'



?ty

@'&'#1

@'&'#1@%#""#

@"&&'"@%#""#@""&11

@&'#&2

@&38'%@1%3$1

@1""$%

@2%&#$

@2%&#$





Penentuan 5umla6 anak tan!!a

Tinggi / lantai = 40 cm Tinggi anak tangga = 18 cmLebar anak tangga = 28 cm

2 C < ! = %& (%#@%') ok9

:mlah anak tangga = 24anak tan!!a

Pembebanan %e& 1 mete& leba&

Plat an!!a $an Bo&$es

Beban Mati

4lemen B imensi Beratelat 2&## kg/m3 #12 288 kg/m90esi ( 2 cm) 21 kg/m3 2 &2 kg/m-eramik 2& kg/m2 1 2& kg/m9andaran 3# kg/m2 1 3# kg/m

otal 384 k!"m

Beban #i$u%

Beban ,:na 300 k!"m

Beban e&'akto& 1;2 < 1;%L: = :41k!"m

Statika

Bentang !B = 3'1 m?: la0 = $%'$# kg@m?: t:m0 = %&3$3 kg@m

Penulan!an

( min ###'8( ma) ##&#3

'*+ , 2'' , 2&#



T!+,,! b d >n A hit:ng

1@L! 1### $# 1&$ ##1' ###1'

1@TU? 1### $# #$$ ##23 ###2&

2@L! 1### $# #'$ ##31 ###32

2@TU? 1### $# #3$ ##3& ###3'

Di%akai ulan!an 10-140



Penentuan 5umla6 anak tan!!a

Tinggi / lantai = 40 cm Tinggi anak tangga = 18 cmLebar anak tangga = 28 cm

2 C < ! = %& (%#@%') ok9

:mlah anak tangga = 24anak tan!!a

Pembebanan %e& 1 mete& leba&

Plat an!!a $an Bo&$es

Beban Mati

4lemen B imensi Beelat 2&## kg/m3 #12 28890esi ( 2 cm) 21 kg/m3 2 &2-eramik 2& kg/m2 1 2&9andaran 3# kg/m2 1 3#

otal 384

Beban #i$u%

Beban ,:na 300 k!"m

Beban e&'akto& 1;2 < 1;%L: = :41k!"m

Statika

Bentang !B = 22 m?: la0 = 3"$&% kg@m?: t:m0 = 2'2$" kg@m



A !s

###'8 '2' 2&

###'8 '2' 2&

###'8 '2' 2&

###'8 '2' 2&

!s



rat kg/mkg/mkg/mkg/mk!"m





lat Uk:ran &' x 3;8'

L= &'1$2' n tra0 = #8

#%' L= 38'n sgtga = #"

1$2'

22' 22'

lat Uk:ran &;' . 3;8'

L= &'

1$2' n tra0 = #8

L= 38'1$2' n sgtga = #"

1$&' #%1 1$&'

lat Uk:ran &%"' x '33

23& L= '33n tra0 = #"

#&8L= &%"'

n sgtga = #"23&

23& 23&

lat Uk:ran &12 x &%"'

L= &%"'21% n tra0 = #"

L= &12



21% n sgtga = #"

21% #1$ 21%

lat Uk:ran 3' x '33

1"& L= '33n tra0 = #$

1%" L= 3'n sgtga = #"

1"&

1"& 1"&

lat Uk:ran 3' x &12

1"& L= &12n tra0 = #8

#8' L= 3'n sgtga = #"

1"&

1"& 1"&

lat Uk:ran 2' x &'

12' L= &'n tra0 = #$

L= 2'n sgtga = #"

12'

12' 2#1 12'



lat Uk:ran 2' x &%"'

12' L= &%"'n tra0 = #$

L= 2'n sgtga = #"

12'

12' 218 12'

lat Uk:ran 22 x 2%8

111 L= 2%8n tra0 = #8

#28 L= 22n sgtga = #"

111

111 111

lat Uk:ran 2%8 x 31

12& L= 31n tra0 = #8

L= 2%812& n sgtga = #"

12& #2% 12&

lat Uk:ran 2%8 x 31'

12& L= 31'n tra0 = #8



L= 2%812& n sgtga = #"

12& #%% 12&

lat Uk:ran 2%8 x 2"'

12" L= 2"'n tra0 = #"

L= 2%812" n sgtga = #"

12" #23 12"

lat :k:ran 3%## x '33#

183 L= 3%n tra0 = #"

1% L= '33n sgtga = #"

183

18 18

lat :k:ran 21'# x '33#

1#" L= 21'n tra0 = #"

3#1 L= '33

n sgtga = #"

1#"

1#" 1#"

lat :k:ran 3%## x &12#



18 L= 3%n tra0 = #"

#"" L= &12n sgtga = #"

1"'

18 18

lat :k:ran 21'# x &12#

1#" L= 21'n tra0 = #"

21" L= &12

n sgtga = #"

1#"

1#" 1#"



1$2'











PEMBEBANAN

Balok B1 (8## . &##) (1) Balok LBeban Mati

4lemen B imensi Daktorelat 2&## kg/m3 1 #12 22' #8#

90esi ( 3cm) 21 kg/m3 1 3 22' #8#asir 1%## kg/m3 1 ##' 1 #8#Balok 2&## kg/m3 #8 #& 1 #8#-eramik 2& kg/m2 1 1 22' #8#inding 2'# kg/m2 3" 1 1 1##la5ond 18 kg/m2 1 1 2' #8#

otal

Beban #i$u%

Beban ,:na 1%%%" kg/m

Beban e&'akto& 1;2 < 1;%L1 = 3#&&

Balok B2 ("## . 3'#) (1) Balok LBeban Mati

4lemen B imensi Daktorelat 2&## kg/m3 1 #12 1$2' #"#90esi ( 3cm) 21 kg/m3 1 3 1$2' #"#asir 1%## kg/m3 1 ##' 1 #"#Balok 2&## kg/m3 #" #3' 1 #"#-eramik 2& kg/m2 1 1 1$2' #"#inding 2'# kg/m2 3" 1 1 1##la5ond 18 kg/m2 1 1 1$2' #"#

otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L

1 = 2'"3

Balok B3 ('## . 3##) (1) Balok LBeban Mati

4lemen B imensi Daktorelat 2&## kg/m3 1 #12 2%' #"#90esi ( 3cm) 21 kg/m3 1 3 2%' #"#



asir 1%## kg/m3 1 ##' 1 #"#Balok 2&## kg/m3 #" #3 1 #"#-eramik 2& kg/m2 1 1 2%' #"#inding 2'# kg/m2 3" 1 1 1##la5ond 18 kg/m2 1 1 2%' #"#

otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 2"&2

Balok B3* ('## . 3##) (1) Balok LBeban Mati

4lemen B imensi Daktorelat 2&## kg/m3 1 #12 2#% #"#90esi ( 3cm) 21 kg/m3 1 3 2#% #"#asir 1%## kg/m3 1 ##' 1 #"#Balok 2&## kg/m3 #" #3 1 #"#-eramik 2& kg/m2 1 1 2#% #"#inding 2'# kg/m2 3" 1 1 1##la5ond 18 kg/m2 1 1 2#% #"#

otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 2'&"

Balok B& (3'# . 2##) (1) Balok L ,>6 @3*Beban Mati

4lemen B imensi Daktor

elat 2&## kg/m3 1 #12 1"' #"#90esi ( 3cm) 21 kg/m3 1 3 1"' #"#asir 1%## kg/m3 1 ##' 1 #"#Balok 2&## kg/m3 #3' #2 1 #"#-eramik 2& kg/m2 1 1 1"' #"#inding 2'# kg/m2 3" 1 1 1##la5ond 18 kg/m2 1 1 1"' #"#

otal



Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 21%3

Balok B% (3## . 1'#) (1) Balok L tanggaBeban Mati

4lemen B imensi Daktorelat 2&## kg/m3 1 #12 12' #"#90esi ( 3cm) 21 kg/m3 1 3 12' #"#asir 1%## kg/m3 1 ##' 1 #"#Balok 2&## kg/m3 #3' #2 1 #"#-eramik 2& kg/m2 1 1 12' #"#inding 2'# kg/m2 3" 1 1 1##la5ond 18 kg/m2 1 1 12' #"#

otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 1$$8



Balok B1 (8## . &##) (1) Balok TBeban Mati

Berat 4lemen B im'18& kg/m elat 2&## kg/m3 1

113& kg/m 90esi ( 3cm) 21 kg/m3 1%& kg/m asir 1%## kg/m3 1

%1&& kg/m Balok 2&## kg/m3 #8&32 kg/m -eramik 2& kg/m2 1$2' kg/m inding 2'# kg/m2 3"

3% kg/m la5ond 18 kg/m2 12314.40 kg/m otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 38$"

Balok B2 ("## . 3'#) (1) Balok TBeban Mati

Berat 4lemen B im388#8 kg/m elat 2&## kg/m3 1

8&8$2' kg/m 90esi ( 3cm) 21 kg/m3 1'% kg/m asir 1%## kg/m3 1

&11% kg/m Balok 2&## kg/m3 #"323& kg/m -eramik 2& kg/m2 1

$2' kg/m inding 2'# kg/m2 3"2&2'' kg/m la5ond 18 kg/m2 1

1:22.17 kg/m otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L

1 = 32#$

Balok B3 ('## . 3##) (1) Balok TBeban Mati

Berat 4lemen B im'3&2& kg/m elat 2&## kg/m3 1

11%8%' kg/m 90esi ( 3cm) 21 kg/m3 1



'% kg/m asir 1%## kg/m3 13'28 kg/m Balok 2&## kg/m3 #'&&'2 kg/m -eramik 2& kg/m2 1

$2' kg/m inding 2'# kg/m2 3"333$ kg/m la5ond 18 kg/m2 1

20;2.82 kg/m otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 3&$%

Balok B3* ('## . 3##) (1) Balok TBeban Mati

Berat 4lemen B im&1'2$% kg/m elat 2&## kg/m3 1$#8&% kg/m 90esi ( 3cm) 21 kg/m3 1

'% kg/m asir 1%## kg/m3 13'28 kg/m Balok 2&## kg/m3 #'

3&%#8 kg/m -eramik 2& kg/m2 1$2' kg/m inding 2'# kg/m2 3"

2'$'% kg/m la5ond 18 kg/m2 11:00.1 kg/m otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 31#%

Balok B& (3'# . 2##) (1) Balok TBeban Mati

Berat 4lemen B im

3'28 kg/m elat 2&## kg/m3 1""1"' kg/m 90esi ( 3cm) 21 kg/m3 1

'% kg/m asir 1%## kg/m3 111"% kg/m Balok 2&## kg/m3 #3'2$& kg/m -eramik 2& kg/m2 1$2' kg/m inding 2'# kg/m2 3"

22#' kg/m la5ond 18 kg/m2 1180.03 kg/m otal



Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 33&'

Balok B' (&## . 2##) (1) Balok TBeban Mati

4lemen B imensielat 2&## kg/m3 190esi ( 3cm) 21 kg/m3 1asir 1%## kg/m3 1Balok 2&## kg/m3 #&

-eramik 2& kg/m2 1inding 2'# kg/m2 3"la5ond 18 kg/m2 1

otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 3&1'

Balok B%* (3## . 1'#) (1) Balok L tanggaBeban Mati

Berat 4lemen B im2'2 kg/m elat 2&## kg/m3 1

''12' kg/m 90esi ( 3cm) 21 kg/m3 1'% kg/m asir 1%## kg/m3 1

11"% kg/m Balok 2&## kg/m3 #3'21 kg/m -eramik 2& kg/m2 1

$2' kg/m inding 2'# kg/m2 3"1'"' kg/m la5ond 18 kg/m2 1

1442.48 kg/m otal

Beban #i$u%


Beban e&'akto& 1;2 < 1;%L1 = 2#8%



ensi Daktor Berat#12 22' #8# 2## 1#3%8 kg/m

3 22' #8# 2## 22%8 kg/m##' 1 #8# 1## %& kg/m

#& 1 #8# 1## %1&& kg/m1 22' #8# 2## 8%& kg/m1 1 1## 1## $2' kg/m1 2' #8# 2## "2 kg/m

302.40 kg/m

ensi Daktor Berat#12 1$2' #"# 2## ""%1% kg/m

3 1$2' #"# 2## 1%$"8' kg/m##' 1 #"# 1## '% kg/m#3' 1 #"# 1## &11% kg/m

1 1$2' #"# 2## %&%8 kg/m1 1 1## 1## $2' kg/m1 1$2' #"# 2## &8'1 kg/m

241.74 kg/m

ensi Daktor Berat#12 2%' #"# 2## 1#%8&8 kg/m

3 2%' #"# 2## 233"3 kg/m



##' 1 #"# 1## '% kg/m#3 1 #"# 1## 2'2 kg/m

1 2%' #"# 2## 8$#& kg/m1 1 1## 1## $2' kg/m1 2%' #"# 2## %%"8 kg/m

2;:1.03 kg/m

ensi Daktor Berat#12 2#% #"# 2## 83#'$2 kg/m3 2#% #"# 2## 181%$2 kg/m

##' 1 #"# 1## '% kg/m#3 1 #"# 1## 2'2 kg/m

1 2#% #"# 2## %$21% kg/m1 1 1## 1## $2' kg/m1 2#% #"# 2## '1$12 kg/m

23;;.41 kg/m

Balok B& (3'#Beban Mati

ensi Daktor Berat 4lemen

#12 2%%' #"# 2## 1#"&'28 kg/m elat3 2%%' #"# 2## 23'#'3 kg/m 90esi ( 3cm)

##' 1 #"# 1## '% kg/m asir#2 1 #"# 1## 11"% kg/m Balok

1 2%%' #"# 2## 8$'&& kg/m -eramik1 1 1## 1## $2' kg/m inding1 2%%' #"# 2## %"1'8 kg/m la5ond

2;4.88 kg/m



Beban #i$u%

Beban ,:na

Beban e&'a

1 =

Daktor Berat#12 2%' #8# 2## 122112 kg/m

3 2%' #8# 2## 2%"12 kg/m##' 1 #8# 1## %& kg/m

#2 1 #8# 1## 1'3% kg/m

1 2%' #8# 2## 1#1"% kg/m1 1 #8# 1## "&# kg/m1 2%' #8# 2## "%32 kg/m

2;23.:2 kg/m

ensi Daktor Berat#12 12' #8# 288 kg/m

3 12' #8# %3 kg/m##' 1 #8# %& kg/m

#2 1 #8# 13&& kg/m1 12' #8# 2& kg/m1 1 1## $2' kg/m1 12' #8# 18 kg/m

11;.40 kg/m



3"##

B1 = 8## . &##B2= "## . 3'#

B3 = '## . 3##B& = 3'# . 2##

B' = &## . 2##



. 2##) (1Balok T

B imensi Daktor Be

2&## kg/m3 1 #12 2#% #"# 2## 83#'$221 kg/m3 1 3 2#% #"# 2## 181%$2

1%## kg/m3 1 ##' 1 #"# 1## '%2&## kg/m3 #3' #2 1 #"# 1## 11"%

2& kg/m2 1 1 2#% #"# 2## %$21%2'# kg/m2 3" 1 1 1## 1## $2'

18 kg/m2 1 1 2#% #"# 2## '1$12otal 2232.01



1%%%" kg/m

1;2 < 1;%L2$&'





Balok B& (3'# . 2##) Balok TBeban Mati

rat 4lemen B imensi

kg/m elat 2&## kg/m3 1 #12 1$2'kg/m 90esi ( 3c 21 kg/m3 1 3 1$2'kg/m asir 1%## kg/m3 1 ##' 1kg/m Balok 2&## kg/m3 #3' #2 1kg/m -eramik 2& kg/m2 1 1 1$2'kg/m inding 2'# kg/m2 3" 1 1kg/m la5ond 18 kg/m2 1 1 1$2'kg/m otal



Beban #i$u%

Beban ,: 1%%%" kg/m

Beban e 1;2 < 1;%L1 = 28&'





Balok B& (3'# . 2##) ( Balok TBeban Mati

Daktor Berat 4lemen B

#8# 2## 88"#& kg/m elat 2&## kg/m3#8# 2## 1$&#& kg/m 90esi ( 3cm) 21 kg/m3#8# 1## %& kg/m asir 1%## kg/m3#8# 1## 13&& kg/m Balok 2&## kg/m3#8# 2## "3$2 kg/m -eramik 2& kg/m2#8# 1## "&# kg/m inding 2'# kg/m2#8# 2## ''&& kg/m la5ond 18 kg/m2

2148.84 kg/m otal



Beban #i$u%


Beban e&'a 1;2 < 1;%L1 = 2"13





,>6 @3*

imensi Daktor Berat

1 #12 1"' #8# 2## 8#%& kg/m1 3 1"' #8# 2## 1"%& kg/m1 ##' 1 #8# 1## %& kg/m

#3' #2 1 #8# 1## 13&& kg/m1 1 1"' #8# 2## %"2 kg/m

3" 1 1 #8# 1## "&# kg/m1 1 1"' #8# 2## '#& kg/m

2038.80 kg/m





Beban matilat 288

Balok'#/3# &#/2' 3#/2# 2#/12' &'/2'3%# 2&# 1&& %# 2"#

-eramik 2&la5on 18

asir 8##90esi %3inding '&

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:mlah 13$833 1%%%" :mlah1 1$&&%"

#8Balok B2 @ 2 (3## x '##) #" Balo

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90esi 8$3#"&'1$ 90esiinding 2&3 inding

:mlah 22$&1" 3'&3$ :mlah1% 332##&

21



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:mlah 3#$&#3 '22#1 :mlah31 &'&8#'

#"(&'# x 2'#) #"

Beban mati Beban Eid:0 Beblat 381%%&28 Beban g:na 3313#'"$8& lat

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Beban g:nlantai !ta0

2'# 1##!ir h:Fan '#

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2&3 inding 2&3118233 1%%%" :mlah &83##

2 1%8'&" 3 '"$%#

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1#%%%" asir '3333

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21



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131'&%321 90esi 131'&%32&3 inding 2&3

3#$&#3 '22#1 :mlah 3#$&#332 &'&8#' 33 &'&8#'

#"(&'# x 2'#) #" (2## x 12')

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&" 3#%3&# &8 2'1&13



-oe5 Bebanno 0lat segitiga tra0esi:m no 0lat segitiga tra0esi:m

1 #%%" #"'% 13 #" #%''2 #%%" #"'1 1& #" #%"#3 #%%" #"&3 1' #" #%%"& #%%" #"1' 1% #" #%"#

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#"'1#" Balok B1 @ B1* (3## x '##) #$

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21 21



id:0 Beban mati Beban Eid:0'22##$2 lat %#13'&% Beban g:na '22#1

Balok 3%#-eramik '#11288la5on 3"'8&%%asir 1%"#&2$

90esi 131'&%3inding 2&3

'22#1 :mlah 3#$&#3 '22#13& &'&8#'

#"#" 2#

id:0 Beban mati Beban Eid:03333333 lat '8#'&"1 Beban g:na '#3$'

Balok 3%#-eramik &83"8$3la5on 3%28&1$asir 1%12%3190esi 12%$$&"inding #

33333 :mlah 2"%&8& '#3$'&$ &12&12



#"

Balok 2 @ 2* ('## x 3##) #" Balok 1 @ 1 ('Beban mati Beban Eid:0 Beban matilat 3$8#2%1 Beban g:na 3&''#88 lat 21""3#&Balok 3%# Balok 3%#-eramik 331%88& -eramik 181&&2la5on 2&8"%%3 la5on 13%#81'asir 11#'%28 asir %#&8190esi 8"#%821 90esi &"%28'2inding 2&3 inding 2&3

:mlah 22'1"" 3&''1 :mlah 1'#&$2' 32'&$& %

18Beban mati Beban Eid:0 Beban mati

lat '1%'&"1 Beban g:na &&83$1% lat '212&"8Balok 3%# Balok 3%#-eramik &3#&''$ -eramik &3&3"32la5on 3228&1$ la5on 32'""$$asir 1&3&8'3 asir 1&&"$11

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(2## x 12') #"Beban mati Beban Eid:0

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:mlah 1#$833 1%%%"'# 1'8&%"



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18$## :mlah 2&#%8& 3"8##21#83# " 3&$3#1

18 Balok B2* @ !**2* (3## x 2##) 13Beban Eid:0 Beban mati Beban Eid:0

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#" x 3##) #" Balok B@B* (2## x 3##) 13



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#"

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:mlah 228%8$ 3'28" :mlah 23"'828 33#88' $

#"Balok B2 @ !**2 (3## x 2##) #" Balok B1* @ !**1* (3#Beban mati Beban Eid:0 Beban mati

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#"

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kg/m2

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