7/24/2019 BETONNN

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PERENCANAAN STRUKTUR BANGUNAN RUKO

EVI KRISTIANINGRUM 5113413053

DENI SETIAWAN 5113413059

Gambar Tampak Samping

7/24/2019 BETONNN

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PEMBEBANAN PLAT LANTAI ATAP

Pr!i"#ngan Tba$ P$a" %an"ai A"ap

&n"ang ara! '

! min (1

32

) *0+,5 -m

( .,4/ -m 10 -m

&n"ang ara!

! min (1

32

) 1/.,*5 -m

( 5,/* -m 10 -m

7/24/2019 BETONNN

3/8

Pr!i"#ngan Pmbbanan P$a" A %an"ai A"ap

2ini!ing %an"ai ( A#kan mn ' * -m %apian Pair ' 1 -m

( *1 Kg6-m*' * -m 1/ Kg6-m*' 1 -m

( .0 Kg6-m*

&ban Ma"i 7WD8

&: S p$a" ( 0,1* *400( *// Kg6m;

%ap:Pn$aian ( .0 K g 6m;

WD = 348 Kg/m

&ban

7/24/2019 BETONNN

4/8

PEMBEBANAN PLAT LANTAI 2

Pr!i"#ngan Tba$ P$a" %an"ai *

&n"ang ara! '

! min (1

32

) 1/.,*5 -m

( 5,/*0 -m 1* -m

&n"ang ara!

! min (1

32

) *0+,5 -m

( .,4/ -m 1* -m

7/24/2019 BETONNN

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Pr!i"#ngan Pmbbanan P$a" ? %an"ai *

2ini!ing %an"ai ( Pn#"#p %an"ai kramik ' 1 -m A#kan mn ' * -m

%apian Pair ' 3 -m

( *4 Kg6-m*' 1 -m *1 Kg6-m*' * -m 1/ Kg6-m*' 3 -m

( 1*0 Kg6-m*

&ban Ma"i 7WD8

&: S p$a" ( 0,1* *400( *// Kg6m;

%ap:Pn$aian ( 1*0 K g 6m;

WD = 408 Kg/m

&ban n8

WL = 300 Kg/m

&ban K>mbinai 7WU8

WU ( 1,* ) WD 1,. )W%

( 1,* ) 40/ 1,. ) 300

( 9.9,. Kg6m;

7/24/2019 BETONNN

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PEMBEBANAN BALOK LANTAI ATAP

Pr!i"#ngan Tba$ &a$>k %an"ai A"ap

&n"ang In#k 7&*8

! min (1

18,5) 415 -m

( **,43 -m 30 -mb ( *5 -m

&n"ang Anak 7&A*8

! min (1

18.5) 415 -m

( **,43 -m *5 -mb ( *0 -m

Pr!i"#ngan Pmbbanan &a$>k In#k

&ban Ma"i 7WD8

&ra" Dining ( 1 *50 ( *50 Kg6m &:S &a$>k ( 0,*5 0,3 *400 ( 1/0 K g 6m

WD = 430 Kg/m

7/24/2019 BETONNN

7/8

Pr!i"#ngan Tba$ &a$>k %an"ai *

&n"ang In#k 7&18

! min (1

27) 415 -m

( 15,3+ -m *5 -m

b ( *0 -m

&n"ang Anak 7&A18

! min (1

27) 415 -m

( 15,3+ -m *0 -m

b ( 15 -m

7/24/2019 BETONNN

8/8

Pr!i"#ngan Pmbbanan &a$>k In#k

&ban Ma"i 7WD8

&ra" Dining ( 4,05 *50( 101*,5 Kg6m

&:S &a$>k ( 0,* 0,*5 *400 ( 1*0 K g 6m

WD = 11325 Kg/m