Tugas 1 Ddm Arah y Dan Pbi

8/18/2019 Tugas 1 Ddm Arah y Dan Pbi

1/308

Tugas 1 Beton

SIDL

LL

Dimensi Balok (300x450)

Dimensi Kolom (400x400)

Massa jenis beton betulang!"

!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok

% Menentukan tebal *elat

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,ek batas tebal minimum

Tentukan Tebal elat

enge#ekan Tebal elat

a- Tentukan Inesia Balok Te*i

Ib

Is

.

enge#ekan /ntuk Seluu Kon'isi elat

Ti*e 1- (% Balok Te*i % Balok Inteio)

.!m

Ti*e %- (4 Balok Inteio)

.!m

Ti*e 3- (1 Balok Te*i 3 Balok Inteio)

.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


2/308

u1%DL617LL

3-% Mengitung Mo

Mo

1 Momen 8egati! 9ksteio% Momen ositi! 9ksteio

3 Momen 8egati! Inteio etama

4 Momen 8egati! Inteio etama Kanan

5 Momen ositi! Inteio

7 Momen 8egati! Inteio

3-3 Menentukan Momen 'i Laju Kolom 'an 'i Laju Tenga

Laju Kolom

Laju Tenga

l%:l1

a. Momen Negatif Eksterior

Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1

esentase 'istibusi 'i laju kolom

Momen negati! eksteio laju kolom

Momen negati! eksteio laju tenga

b. Momen Positif Eksterior

.1

l%:l1


Momen *ositi! eksteio laju kolom

Momen *ositi! eksteio laju tenga

c. Momen Negatif Interior Pertama

.1

l%:l1


Momen negati! inteio *etama laju kolom

Menentukan nilai +


3/308

Momen negati! inteio *etama laju tenga

d. Momen Negatif Interior Pertama Kanan

.1

l%:l1


Momen negati! inteio *etama kanan laju kolom

Momen negati! inteio *etama kanan laju tenga

e. Momen Positif Interior

.1

l%:l1


Momen *ositi! inteio laju kolom

Momen *ositi! inteio laju tenga

!- Momen 8egati! Inteio

.1

l%:l1


Momen negati! inteio laju kolom

Momen negatiselimut beton>05'iamete

&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Tenga

Mu

=s Mu:(*i !" &')

Ban"ak Tulangan "ang 'ibutukan

ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


4/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'

,ek batasan tulangan maksimum

a:'

a:' C 035 a:'

=s minimum (0001@ b )

=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


5/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm

b- Tentukan Inesia Balok Inteio

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=sumsi Bena Tebal elat K


6/308

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>

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0-75 @-%5%4 tm

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1

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7/308

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1

0-5

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15mm

10mm

105 mm

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5 mm

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0-%37% tm:m

0-%37%

%07-?03?@?04 mm%

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4 bua

314-15?%7535? mm%

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8/308

1?@-777%35?@05 mm%

Luas K

0-51

0-1?1%5

0-0%70?@

Tulangan K

%%5 mm

14%%4-%1@5mm% %@44-@44mm%:m

%133-73%@1%5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K


9/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


10/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


11/308


12/308


13/308


14/308

0- 0-17

0-5

7%5

1%5

3%5

0


15/308


16/308


17/308


18/308


19/308


20/308


21/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

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+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


22/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


23/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)

,ek =s>e'


24/308

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %

a-% Laju Tenga

=s Mu:(*i !" &')

Luas Tulangan "ang 'ibutukan

ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


25/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

5-%@1@113%0@ . %-??37

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11-1?44

7-@3??457704



26/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

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27/308

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15mm

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0-1%1@@17 tm:m

%1@-3%%%3@0%5 mm%

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4 bua

314-15?%7535? mm%

-7304337?7mm


28/308

%10-3?7@33%3 mm%

Luas K

0-51

0-1?1%5

0-0@03%03555

Tulangan K

%%5 mm

1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K

3@-5%4537?7 mm%


29/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


30/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


31/308


32/308


33/308


34/308

0- 0-17

0-5

7%5

1%5

3%5

0


35/308


36/308


37/308


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Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


42/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


43/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


44/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %

a-% Laju Tenga

=s Mu:(*i !" &')

Luas Tulangan "ang 'ibutukan

ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


45/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

5-%@1@113%0@ . %-??37

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11-1?44

7-@3??457704



46/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

%500mm

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1

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47/308

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15mm

10mm

?5mm

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5 mm

0-7?077%4 tm:m

0-1%1@@17 tm:m

0-1%1@@17

3@-5%4537?7 mm%

0-4?0547@ bua

4 bua

314-15?%7535? mm%

-7304337?7mm


48/308

3-1%?00%05@7 mm%

Luas K

0-51

0-1?1%5

0-0@03%03555

Tulangan K

%%5 mm

1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K

3@-5%4537?7 mm%


49/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


50/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


51/308


52/308


53/308


54/308

0- 0-17

0-5

7%5

1%5

3%5

0


55/308


56/308


57/308


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60/308


61/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


62/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


63/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


64/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


65/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

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66/308

?70kg:m%

1%7?7 kg>m

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0-17 %-03137tm0-5 -%37% tm 6

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0-75 @-%5%4 tm

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67/308

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@-3@745 bua

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1-17@45?@1 mm


68/308

7?-@5@@00%7@4 mm%

Luas K

0-51

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Tulangan K

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1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

111-1111111111 mm

S"aat 1 K

S"aat % K


69/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


70/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


71/308


72/308


73/308


74/308

0- 0-17

0-5

7%5

1%5

3%5

0


75/308


76/308


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80/308


81/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


82/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


83/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Tenga

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


84/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


85/308


86/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

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87/308

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5 mm

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0-%37% tm:m

0-%37%

%%@-575757@ mm%

%-?1%7%15 bua

4 bua

314-15?%7535? mm%

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88/308

%%0-45344?%3% mm%

Luas K

0-51

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0-0@03%03555

Tulangan K

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1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K


89/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


90/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


91/308


92/308


93/308


94/308

0- 0-17

0-5

7%5

1%5

3%5

0


95/308


96/308


97/308


98/308


99/308


100/308


101/308

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SIDL

LL




!#$

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Ln

1 &enis 'an la"out

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Tentukan Tebal elat



Ib

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.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


102/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

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.1

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.1

l%:l1



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103/308



.1

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.1

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&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


104/308

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=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


105/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


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431315104-17777 Is @13@0%0@3-33

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106/308

?70kg:m%

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1%-7?7t>m

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0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

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1

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1

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7-7754 tm %-77717 tm:m


107/308

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1

0-5

7-1@?3 tm %-45% tm:m

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1

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7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

15mm

10mm

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5 mm

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0-@@@% tm:m

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@4%-@@051%0?1 mm%

10-3010bua

1%bua

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%%-@?130130@? mm


108/308

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Luas K

0-51

0-1?1%5

0-%40?710774

,oba Lagi

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1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

@3-3333333333 mm

S"aat 1 K

S"aat % K


109/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


110/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


111/308


112/308


113/308


114/308

0- 0-17

0-5

7%5

1%5

3%5

0


115/308


116/308


117/308


118/308


119/308


120/308


121/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

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Ln

1 &enis 'an la"out

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Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


122/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

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.1

l%:l1





.1

l%:l1



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123/308



.1

l%:l1





.1

l%:l1





.1

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&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


124/308

,ek =s>e'

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a:'

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=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


125/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

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1%5 mm


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126/308


127/308

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1

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7-1@?3 tm %-45% tm:m

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1

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15mm

10mm

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5 mm

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3-57?037 bua

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314-15?%7535? mm%

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128/308

%0-3%30777 mm%

Luas K

0-51

0-1?1%5

0-0@03%03555

Tulangan K

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1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K


129/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


130/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


131/308


132/308


133/308


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135/308


136/308


137/308


138/308


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141/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

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+

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Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


142/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

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.1

l%:l1





.1

l%:l1



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143/308



.1

l%:l1





.1

l%:l1





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&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


144/308


145/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

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146/308

?70kg:m%

1%7?7 kg>m

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0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

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1

15?731510-4mm

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7-7754 tm %-77717 tm:m


147/308

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15mm

10mm

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@-@5mm

5 mm

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0-@%5%4 tm:m

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@%-5@@?047?4% mm%

?-?74%314 bua

1%bua

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%%-@?130130@? mm


148/308


149/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


150/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


151/308


152/308


153/308


154/308

0- 0-17

0-5

7%5

1%5

3%5

0


155/308


156/308


157/308


158/308


159/308


160/308


161/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


162/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


163/308


164/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


165/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

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166/308

?70kg:m%

1%7?7 kg>m

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>

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0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

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1

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1

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7-7754 tm %-77717 tm:m


167/308

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1

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15mm

10mm

?5mm

@-@5mm

5 mm

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0-@%5%4 tm:m

0-@%5%4

%70-@7%?7@%314 mm%

3-3%14105 bua

4 bua

314-15?%7535? mm%

-7304337?7mm


168/308

%51-3?4%@4% mm%

Luas K

0-51

0-1?1%5

0-0@03%03555

Tulangan K

%%5 mm

1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K


169/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


170/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


171/308


172/308


173/308


174/308

0- 0-17

0-5

7%5

1%5

3%5

0


175/308


176/308


177/308


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179/308


180/308


181/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


182/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


183/308



.1

l%:l1





.1

l%:l1




f. Momen Negatif Interior

.1

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&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Kolom

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


184/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


185/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

5-%@1@113%0@ . %-??37

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11-1?44

7-@3??457704



186/308


187/308


188/308

414-5707753 mm%

Luas K

0-51

0-1?1%5

0-1%04@0533%

Tulangan K

%%5 mm

1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

177-777777777 mm

S"aat 1 K

S"aat % K


189/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


190/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


191/308


192/308


193/308


194/308

0- 0-17

0-5

7%5

1%5

3%5

0


195/308


196/308


197/308


198/308


199/308


200/308


201/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


202/308


203/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)




a-1 Laju Tenga

Mu

=s Mu:(*i !" &')


ili &umla Tulangan

Luas 4 Tulangan

Menentukan a aktual

a(=s !"):(0@5 !#$ b)


204/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


205/308


206/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

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1

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7-7754 tm %-77717 tm:m


207/308

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0-5

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1

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15mm

10mm

?5mm

@-@5mm

5 mm

1-3330@ tm:m

0-44437 tm:m

0-44437

140-47475%015 mm%

1-@@451@ bua

4 bua

314-15?%7535? mm%

-7304337?7mm


208/308

135-37715333@@ mm%

Luas K

0-51

0-1?1%5

0-0@03%03555

Tulangan K

%%5 mm

1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K


209/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


210/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


211/308


212/308


213/308


214/308

0- 0-17

0-5

7%5

1%5

3%5

0


215/308


216/308


217/308


218/308


219/308


220/308


221/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

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Ln

1 &enis 'an la"out

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min


Tentukan Tebal elat



Ib

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.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


222/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

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223/308



.1

l%:l1





.1

l%:l1





.1

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Momen negati


224/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


225/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

5-%@1@113%0@ . %-??37

@-0@1113%0@

11-1?44

7-@3??457704



226/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

%500mm

%500mm

1

15?731510-4mm

%50?31?010mm

%50?31?010

@13@0%0@3-333333mm4

1-541%55??

%-??37

%-??37

0-@5

1-%7757 tm 0-7?077% tm:m

0-30404 tm 0-1%1@@% tm:m

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1

0-5

5-4%54 tm %-11017 tm:m

1-@0?1@ tm 0-%37% tm:m

%-??37

1

0-5

7-7754 tm %-77717 tm:m


227/308

%-%%1@ tm 0-@@@% tm:m

%-??37

1

0-5

7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

%-??37

1

0-5

3-33% tm 1-3330@ tm:m

1-110? tm 0-44437 tm:m

%-??37

1

0-5

7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

15mm

10mm

?5mm

@-@5mm

5 mm

%-45% tm:m

0-@%5%4 tm:m

%-45%

@%-5@@?047?4% mm%

?-?74%314 bua

11bua

@73-?3??3% mm%

%0-?@37?%@775 mm


228/308

@13-7731@4?7 mm%

Luas K

0-51

0-1?1%5

0-%%0@@0?5

,oba Lagi

%%5 mm

1%@7?-531%5mm% %53-?07mm%:m

1?30-4%?7@5mm%:m

S"aat Minimum K

S"aat Maksimum K

?0-?0?0?0?0?1 mm

S"aat 1 K

S"aat % K


229/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


230/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


231/308


232/308


233/308


234/308


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237/308


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241/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


242/308


243/308



.1

l%:l1





.1

l%:l1





.1

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&'(0?%5')

Leba 9!ekti! (b)



Momen negati


244/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


245/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

5-%@1@113%0@ . %-??37

@-0@1113%0@

11-1?44

7-@3??457704



246/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

%500mm

%500mm

1

15?731510-4mm

%50?31?010mm

%50?31?010

@13@0%0@3-333333mm4

1-541%55??

%-??37

%-??37

0-@5

1-%7757 tm 0-7?077% tm:m

0-30404 tm 0-1%1@@% tm:m

%-??37

1

0-5

5-4%54 tm %-11017 tm:m

1-@0?1@ tm 0-%37% tm:m

%-??37

1

0-5

7-7754 tm %-77717 tm:m


247/308

%-%%1@ tm 0-@@@% tm:m

%-??37

1

0-5

7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

%-??37

1

0-5

3-33% tm 1-3330@ tm:m

1-110? tm 0-44437 tm:m

%-??37

1

0-5

7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

15mm

10mm

?5mm

@-@5mm

5 mm

%-45% tm:m

0-@%5%4 tm:m

0-@%5%4

%70-@7%?7@%314 mm%

3-3%14105 bua

4 bua

314-15?%7535? mm%

-7304337?7mm


248/308


249/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


250/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


251/308


252/308


253/308


254/308

0- 0-17

0-5

7%5

1%5

3%5

0


255/308


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257/308


258/308


259/308


260/308


261/308


262/308


263/308

Beban Te!akto

u 0-?7

lx 5000 mm

l" 5000 mm

ton:m%


264/308


265/308

Mlx 0-@74 ton-m:m

Mtx >0-@74 ton-m:m

Ml" 0-@74 ton-m:m

Mt" >0-@74 ton-m:m

PENULANGAN

Selimut beton 15 mm

!" 400 Ma

*elat 1%5 mm

' 110 mm

+1 0-@5

!#$ %5 Ma

Fb 0-0%0?3@

Fmax 0-0%03%03

Fmin 0-0031%5

=G=A H

Momen elat Mu (8-mm:m) (mm) ' (mm) Gn F

Momen la*angan @45@40 10 105 0-?70??7 0-00%45?4

Momen tum*uan @45@40 10 105 0-?70??7 0-00%45?4

smax %50 mm


266/308

450 mm

=G=A J

Momen elat Mu (8-mm:m) (mm) ' (mm) Gn F

Momen la*angan @45@40 10 ?5 1-13?3?1 0-0030%0

Momen tum*uan @45@40 10 ?5 1-13?3?1 0-0030%0


267/308

S"aat n s (mm)

Ti'ak K %5@-%3451574 4 %50

Ti'ak K %5@-%3451574 4 %50

=s (mm%)


268/308

S"aat n s (mm)

Ti'ak K %@7-?7?17?47 4 %50

Ti'ak K %@7-?7?17?47 4 %50

=s (mm%)


269/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


270/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


271/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)



Momen negati


272/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


273/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

5000 mm

4700 mm

5000 mm

4700 mm

1

110-?@41%7?@41 mm

=sumsi K

1%5 mm


%%@1%5000 Ib %%@1%5000

431315104-17777 Is @13@0%0@3-33

5-%@1@113%0@ . %-??37

@-0@1113%0@

11-1?44

7-@3??457704



274/308

?70kg:m%

1%7?7 kg>m

1%-7?7t>m

>

0-17 %-03137tm0-5 -%37% tm 6

0- @-@@% tm

0-75 @-%5%4 tm

0-35 4-4437 tm

0-75 @-%5%4 tm

%500mm

%500mm

1

15?731510-4mm

%50?31?010mm

%50?31?010

@13@0%0@3-333333mm4

1-541%55??

%-??37

%-??37

0-@5

1-%7757 tm 0-7?077% tm:m

0-30404 tm 0-1%1@@% tm:m

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1

0-5

5-4%54 tm %-11017 tm:m

1-@0?1@ tm 0-%37% tm:m

%-??37

1

0-5

7-7754 tm %-77717 tm:m


275/308

%-%%1@ tm 0-@@@% tm:m

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1

0-5

7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

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1

0-5

3-33% tm 1-3330@ tm:m

1-110? tm 0-44437 tm:m

%-??37

1

0-5

7-1@?3 tm %-45% tm:m

%-0731 tm 0-@%5%4 tm:m

15mm

10mm

105 mm

?-1%5mm

5 mm

%-45% tm:m

0-@%5%4 tm:m

0-@74 tm:m

%4-104%4104% mm%

3-147%%?0 bua

4 bua

314-15?%7535? mm%

-7304337?7mm


276/308

%3-1@?@1511?5 mm%

Luas K

0-51

0-1?1%5

0-0%70?@

Tulangan K

%%5 mm

14%%4-%1@5mm% %@44-@44mm%:m

%133-73%@1%5mm%:m

S"aat Minimum K

S"aat Maksimum K

%50 mm

S"aat 1 K

S"aat % K


277/308

3%5 #ek 'an E

450

1%5

EC 4

3%5

300


278/308

0-17 0- 0-75 0-75

0-5 0-35

300 3%5

450

1%5

450

3%5

300 3


279/308


280/308


281/308


282/308

0- 0-17

0-5

7%5

1%5

3%5

0


283/308


284/308


285/308


286/308


287/308


288/308


289/308

Tugas 1 Beton

SIDL

LL




!#$

L

L1

Ln

L%

Ln

1 &enis 'an la"out

elat % aa

elat balok


+

min


Tentukan Tebal elat



Ib

Is

.



.!m


.!m


.!m

enge#ekan

3- Meto'e DDM

3-1 Beban Te!akto

asumsi .!m 2%


290/308

u1%DL617LL

3-% Mengitung Mo

Mo







Laju Kolom

Laju Tenga

l%:l1


Menentukan nilai #

Kombinasi 1

Kombinasi %

,

Is

+

.1

.1 ; l%:l1





.1

l%:l1





.1

l%:l1



Menentukan nilai +


291/308



.1

l%:l1





.1

l%:l1





.1

l%:l1




&'(0?%5')

Leba 9!ekti! (b)



Momen negati


292/308

,ek =s>e'

=s>e' Mu:(*i !" ('>(a:%)))

Aasil *es"aatan

,ek abal

ab:'

035 ab:'


a:'

a:' C 035 a:'


=sbal (0@5 !#$ Beta 1 b ':!") ; (700:7006!")

=s maximum 05 =sbal

,ek minimum

,ek maksimum

,ek Batasan S*asi

S*asi Tulangan

,ek S"aat 1

,ek S"aat %


293/308

100 kg:m%

300 kg:m%

300 450 mm

400 400 mm

%400 kg:m%400 Ma

%5 Ma

15000 mm

Tugas 1 Ddm Arah y Dan Pbi

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Transcript of Tugas 1 Ddm Arah y Dan Pbi