bab iii eka & dhinda revisi ibu

7/21/2019 Bab III Eka & Dhinda Revisi Ibu

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13

BAB III

PERHITUNGAN PEMBEBANAN

Pembebanan dari konstruksi bangunan yang dilimpahkan ke setiap titik

pondasi dihitung dengan membaginya menjadi beban dari konstruksi lantai I,

lantai II dan beban atap. Perhitungan dilakukan dengan memperhatikan beban

mati dan beban hidup yang bekerja pada setiap bagian dari konstruksi bangunan

tersebut, serta dengan berpedoman pada Peraturan Pembebanan Indonesia (PPI)

1983.

Perhitungan Pembebanan Konstruksi Bangunan

• Berat Pintu P1

• Berat Pintu P!

"aun pintu # ! $ (%,%& $ !,1% $ %,'%) $ 98% # 11,!&8 kg

Berat usen # (%,%* $ 1,! $ %,1) $ 98% # 13,&%* kg +

# 1!8,*& kg

• Berat Pintu P3

"aun Pintu # (%,%& $ !,1% $ %,8) $ 98% # *9,9'! kg

Berat usen # (%,%* $ !,1% $ %,1) $ 98% # 18,!! kg +

# 88,&9& kg

• Berat Pintu P1

"aun Pintu # (%,%& $ !,1% $ %,'%) $ 98% # ',*!& kg

Berat usen # (%,%* $ !,1% $ %,1) $ 98% # 18,!! kg +

# '*,1&* kg

• Berat Pintu P

Berat a-a # (%,%% $ !,1% $ %,'%) $ 1% # %,%'3 kg

Berat usen # (%,%* $ !,1% $ %,1) $ 98% # 18,!! kg +

# 18,9* kg

"aun pintu # ! $ (%,%& $ !,1* $ %,') $ 98% # 1!',%%8 kg

"aun endela # ! $ (%,%& $ 1,8& $ %,'&) $ 98% # 1%*,'&9 kg

Berat usen # (%,%* $ 3,1& $ %,1) $ 98% # !',*9 kg

Berat a-a # ! $ (%,%% $ 1,&& $ %,&) $ 1% # %,%'8 kg +

# !*1, 3 kg



• Berat B1

Berat a-a # (%,%% $ %,'% $ %,38) $ 1% # %,%13 kg

Berat usen # (%,%* $ %,8% $ %,1) $ 98% # ',%* kg +

# ',%*9 kg

• Berat B!

Berat a-a # (%,%% $ !,*! $ %,38) $ 1% # %,%% kg

Berat usen # (%,%* $ !,9! $ %,1) $ 98% # !,'& kg +

# !,8%& kg

• Berat B3

Berat usen # (%,%* $ 3,!9 $ %,1) $ 98% # !9,%18 kg

Berat a-a # (%,%% $ !,93 $ %,*8) $ 1% # %,1%% kg +

# !9,11' kg

• Berat B&

Berat usen # (%,%* $ !,31 $ %,1) $ 98% # !%,3'& kg

Berat a-a # (%,%% $ !,%' $ %,38) $ 1% # %,%393 kg +

# !%,&1& kg

• Berat B

Berat a-a # (%,%% $ %,8% $ %,8% $ 1,%%) $ 1% # %,%3!8 kg

Berat usen # (%,%* $ %,1 $ 1,%%) $ 98% # 8,8! kg +# 8,83 kg

• Berat B*

Berat a-a # (%,%% $ %,'% $ %,38 $ %,&*) $ 1% # %,%%*1! kg

Berat usen # (%,%* $ %,'* $ %,1 $ %,&&) $ 98% # !,9&9& kg +

# !,9 kg

• Berat 1

Berat jendela # (%,%& $ %,*9 $ 1,13) $ 98% # 3%,*& kg

Berat usen # (%,%* $ %,81 $ %,1 $ 1,!) $ 98% # 8,93% kg

Berat a-a # (%,%% $ 1,%3 $ %,9) $ 1% # %,%3%& kg +

# 39,! kg

• Berat !

Berat usen # (%,%* $ %,8! $ %,1 $ !,) $ 98% # 18,&33 kg

Berat a-a #(%,%% $ %,'% $ !,&3) $ 1% # %,%8 kg+

# 18,!8 kg



• Berat 3

Berat usen # (%,%* $ 1,! $ %,1 $ !,!9) $ 98% # !,!&' kg

"aun endela # ! $ (%,%& $ %,'% $ 1,1) $ 98% # *3,11! kg

Berat a-a # (%,%% $ %,*9 $ 1,13) $ 1% # %,%39% kg+

# 88,398 kg

• Berat &

Berat usen # (%,%* $ %,'% $ %,1 $ ,%&) $ 98% # 31,11' kg

Berat a-a # (%,%% $ %,8 $ &,8%) $ 1% # %,139! kg +

# 31,!* kg

• Berat

Berat usen # (%,%* $ %,% $ %,1 $ 1,8) $ 98% # 8,19 kg

Berat a-a # (%,%% $ %,38 $ 1,'3) $ 1% # %,%33 kg +

# 8,191 kg

• Berat *

Berat usen # (%,%* $ %,8 $ %,1 $ 1,8) $ 98% # 9,&*& kg

Berat a-a # (%,%% $ %,&8 $ 1,'3) $ 1% # %,%&! kg +

# 9,% kg

3.1 Pembebanan Konstruksi antai I

/ang menjadi beban dari konstruksi lantai I adalah 0

Berat sloo (!&%% kg2m3)

Berat kolom lantai I (!&%% kg2m3)

Berat dinding lantai I (dinding baah) (1'%% kg2m3)

Berat tangga (!&%% kg2m3)

1. Titik A! " #!

• Berat sloo # %,! × %,&% × (1

2! (3,* + 3,*)) × !&%% # 8*& kg• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,*+3,*) × 1'%% 4

((12! (88,398)) + (

12! (!%,&1&))) # 3!%,& kg +

&9*,8 kg

5asukkan gambar



$. Titik A% " #%

• Berat sloo # %,! × %,&% × 12! (3,* + 3,* + 3,*)

× !&%% # 1!9* kg

• Berat kolom lantai 1 # %,&

× %,&

× 3,*

× !&%% # 138!,& kg


((12! (88,398)) +(

12! (!%,&1&)) +

(8,191) + (',%*9)) # 3!3,1 kg +

913, kg

3. Titik A& " #&

• Berat sloo #%,! × %,& × 12! (3,*+3,*+3,*) × !&%% # 1!9* kg

• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai 1 # %,1

× 3,*

×

1

2! (3,*+3,*+3,*)×

1'%% 4 ((8,191) + (',%*9) +

(12! (88,398) + (

12! (!%,&1&)) # &88', kg +

'*,9 kg

!. Titik A' " #' " A( " #(

• Berat sloo # %,! × %,& × 12! (3,* + 3,* + 3,*)

× !&%% # 1!9* kg


• Berat dinding lantai 1 # %,1 × 3,* ×

1

2! (3,* + 3,*) × 1'%% 4 )(

12! (88,398)) + (

12! (!%,&1&)) + 8,191

+ ',%*9)) # !&%8,9 kg+

%8'.3 kg

%. Titik A* " #*

• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg



((

1

2!(88,398) + (

1

2! (!%,&1&) +(9,%) + (',%*9)) # 3!33,8!kg +

&8%,!! kg

&. Titik B! " B& " I! " I&

• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg


• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,*) × 1'%% # 33%&,8 kg +

1,! kg



'. Titik B% " B' " B( " I% " I' " I(

• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg

• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg +

!!&*,& kg

'. Titik B* " I*

• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg


• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,*) × 1'%% 6

((9,%) + (',%*9) + (9,%) + (',%*9)) # 3!'1,' kg +

18,1 kg

(. Titik +$ " H$

• Berat sloo # %,! × %,&% × 12! (1,8 + 1,8) × !&%% # &3! kg


• Berat dinding lantai1 # %,1 × 3,* × 12! (1,8+1,8) × 1'%% 4

(88,&9& + ',%*9) # 1&*,8 kg +

3!'1,! kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% # 11**,& kg

• egel + spesi (& -m) # %,%& ×

1

2! (3,*) ×

1

2! (3,*) × !!%% # !8,1! kg• Plaon baah #

12! (3,*) ×

12! (3,*) × 18 # 8,3! kg +

" # 1%9,8& kg

b. Beban hidup 0

• 7 #12! (3,*) × 1

2! (3,*) × !% × %,' # *%', kg

∴ : # 1,! " + 1,* 7 # 1,! (1%9,8&) + 1,* (*%',) # !'83,8%8 kg

Berat Tota, -ang i/iku, Titik +$ " H$ &0%%&0( Kg

*. Titik +3 " H3• Berat sloo # %,! × %,&% ×

12! (1,8 + 3,*) × !&%% # *&8 kg


• Berat dinding lantai 1 # %,1 × 3,* × 12! (1,8+3,*) × 1'%% 4

((12! (88,398) + (

12! (!%,&1&)) # !&!&,! kg +

&&&,* kg



10. Titik +! " H!

• Berat sloo # %,! × %,&% × 12! (3,* + 3,* +3,*)

× !&%% # 1!9* kg

• Berat kolom lantai 1 # %,&

× %,&

× 3,*

× !&%% # 138!,& kg

• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,* + 3,*) × 1'%% 4

((12! (88,398) + (

12! (!%,&1&)) # &9%!,8 kg +

'81,! kg

11. Titik +% " +' " H% " H'

• Berat sloo # %,! × %,&% × 12! (3,* + 3,* +3,*)

× !&%% # 1!9* kg


• Berat dinding lantai 1 # (%,1 × 3,* ×

1

2! (3,*+3,*) × 1'%%) 4 (1!8,*&) # 31'*,1 kg +

8&, kg

1$. Titik +& " H&

• Berat sloo # %,! × %,& × 12! (3,* + 3,* + 3,*)

× !&%% # 1!9* kg


• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,* + 3,*)

× 1'%% # &9',! kg +'*3,* kg

13. Titik +( " H(

• Berat sloo # %,! × %,&% × 12! (3,* + 3,* + 3,* + 1,8)

× !&%% # 11! kg


• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,* + 3,* + 1,8)

× 1'%% 4 (1!8,*&) # *&,' kg +

8&9,1 kg

13. Titik +* " H*

• Berat sloo # %,! × %,&% × 12! (3,* + 3,* + 1,8 + 1,8)

× !&%% # 1!9* kg


• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,*+3,*+1,8+1,8)

× 1'%% # &9',! kg +

'*3,* kg



• Berat tangga

a. Beban mati 0

• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% # 1,! kg

• Pasir (3 -m) # %,%3

× 1,8

×

1,8×

1*%% # 1,! kg• egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 × !!%% # !8,1! kg

+ " 199,8&

kg

b. Beban hidup 0

♦ 7 # 1,8 × 1,8 × 3%% × %,' # '!9 kg

∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) # 3*1,&%8 kg

Berat Tota, -ang i/iku, Titik +* " H* " 111*'00( kg

1!. Titik +10 " H10

• Berat sloo # %,! × %,&% × (12! 1,8+1,8 ) × !&%% # *&8 kg

•

•

Berat kolom lantai 1 # %,& × %,& × 3,* × !&%%

Berat dinding lantai1# %,1 × 3,* × (12! 1,8+1,8) × 1'%%

# 138!,& kg

# !&'8,* kg +

&*%9 kg

• Berat tangga

a. Beban mati 0

• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% # 1,! kg

• Pasir (3 -m) # %,%3 × 1,8 × 1,8 × 1*%% # 1,! kg

• egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 × !!%% # !8,1! k g +

199,8& kg

b. Beban hidup 0

♦ 7 # 1,8 × 1,8 × 3%% × %,' # '!9 kg

∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) #3*1,&%8 kg

Berat Tota, -ang i/iku, Titik +10 " H10 # (1'0!0( kg

1%. Titik 1 " G1

• Berat sloo # %,! × %,! × ((12! (1,8+1,8)) +( <1,8))

× !&%% # &'!, kg


• Berat dinding lantai 1 # %,1 × 3,* × ((12! (1,8+1,8)) +( <1,8))

× 1'%% 4 (',%*9) # !88&,* kg +

&'39, kg



• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (1,8) ×

12! (1,8) × !&%% # !91,* kg

• egel + spesi (& -m) # %,%& × 12!

(1,8) × 12!

(1,8) × !!%% # '1,3 kg

• Plaon baah #12! (1,8) ×

12! (1,8) × 18

"

# 1&,* kg +

# 3'*,9 kg

b. Beban hidup 0

♦ 7 #12! (1,8) ×

12! (1,8) × !% × %,' # 11,8' kg

∴ : # 1,! " + 1,* 7 # 1,! (3'*,9) + 1,* (11,8') # *9,!8 kg

Berat Tota, -ang i/iku, Titik 1 " G1 " %!(('( Kg

1&. Titik $ " G$

• Berat sloo # %,! × %,&% × (3 (12! 1,8) + 1,8)

× !&%% # 1%8% kg

• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai I # %,1 × 3,* × (3 (12! 1,8) + 1,8) × 1'%% 4

(88,&9& + ',%*9 + '*,1&* + ',%*9) # &3*,3 kg +

*8!',' kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (1,8) × 12! (1,8) × !&%% # !91,* kg

• egel + spesi (& -m) # %,%& × 12! (1,8) ×

12! (1,8) × !!%% # '1,3 kg

• Plaon baah #12! (1,8) ×

12! (1,8) × 18

"

# 1&,* kg +

# 3'*,9 kg

b. Beban hidup 0

♦ 7 #12! (1,8) ×

12! (1,8) × !% × %,' # 11,8' kg

∴ : # 1,! " + 1,* 7 # 1,! (3'*,9) + 1,* (11,8') # *9,!8 kg

Berat Tota, -ang i/iku, Titik $ " G$ " '%$$*( Kg

1'. Titik 3 " G3

• Berat sloo # %,! × %,&% × (12! (1,8 + 3,* ) × !&%% # *&8 kg


• Berat dinding lantai I # %,1 × 3,* × (12! 1,8+1,8) × 1'%% # !&'8,* kg +

&*%9 kg



1(. Titik ! " ' " G! " G'1• Berat sloo # %,! × %,&% × (! × ( 2!(3,*)) +1,8)

× !&%% # 1!9* kg

• Berat kolom lantai I # %,&

× %,&

× 3,*

× !&%% # 138!,& kg

• Berat dinding lantai I # %,1 × 3,* × ((12! × 3,*)+ 1,8) × 1'%% # 33%&,8 kg +

983,! kg

1*. Titik % " G%

• Berat sloo # %,! × %,&% × (12!(3,* + 3,* + 3,*))

× !&%% # 1!9* kg


• Berat dinding lantai I # %,1 × 3,* × (12!(3,* + 3,* + 3,*)) × 1'%%

4 (18,9* + ',%*9) # &931, kg +'*%9,9 kg

$0. Titik & " G&

• Berat sloo # %,! × %,&% × (3 × 12! × 3,*) × !&%% # 1!9* kg


• Berat dinding lantai I # %,1 × 3,* × (12! (3,* + 3,*)) × 1'%%

4 (18,9* + ',%*9) # 3!'9,1 kg +

9', kg

$1. Titik (

• Berat sloo # %,! × %,&% × (12! × (1,8+3,*)) × !&%% # *&8 kg


• Berat dinding lantai I # %,1 × 3,* × (12! × (1,8+3,*)) × 1'%% # !&'8,* kg +

&*%9 kg

$$. Titik * " G*

• Berat sloo # %,! × %,&% × (12! × (1,8+3,*+1,8+3,*))

× !&%% # 1!9* kg• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai I # %,1 × 3,* × (12! × (1,8+3,*+1,8+3,*))

× 1'%% # &9',! kg +

'*3,* kg

• Berat tangga

a. Beban mati 0

• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% #1,! kg

• Pasir (3 -m) # %,%3 × 1,8 × 1,8 1*%% # 1,! kg

egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 !!%% # !8,1! kg +199,8& kg



b. Beban hidup 0

♦ 7 # 1,8 × 1,8 × 3%% × %,' # '!9 kg

∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) #3*1,&%8 kg

Berat Tota, -ang i/iku, Titik * # 111*'00( kg

$3. Titik 10 " G10

• Berat sloo # %,! × %,&% × (12!

× (1,8+1,8)) × !&%% # &3! kg


• Berat dinding lantai I # %,1 × 3,* × (12! × (1,8+1,8)) × 1'%% # 1*!,& kg +

3&**,8 kg

• Berat tangga

a. Beban mati 0

• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% # 1,! kg

• Pasir (3 -m) # %,%3 × 1,8 × 1,8 × 1*%% # 1,! kg

egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 × !!%% # !8,1! k g +

199,8& kg

b. Beban hidup 0

♦ 7 # 1,8 × 1,8 × 3%% × %,' # '!9 kg

∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) #3*1,&%8 kg

Berat Tota, -ang i/iku, Titik * # '0$($0( kg

$!. Titik 11 " G11

• Berat sloo # %,! × %,&% × (12! 3,*+1,8) × !&%% # 8*& kg


• Berat dinding lantai I # %,1 × 3,* × (12! 3,*+1,8) × 1'%%

4 ((12! (88,398) + (

12! (!%,&1&)) # !&!&,! kg +

&*'%,* kg

$%. Titik E1 " 21

• Berat sloo # %,! × %,&% × ( = (1,8+1,8+1,8))

× !&%% # *&8 kg


• Berat dinding lantai I # %,1 × 3,* × ( = (1,8+1,8+1,8)) × 1'%% 4

((= ',%*9) + (= ',%*9)) # !&'1, kg +

&%1,9 kg



$&. Titik E$ " 2$

• Berat sloo # %,! × %,&% × ( = (1,8+1,8+1,8))

× !&%% # *&8 kg


• Berat dinding lantai I # %,1 × 3,* × ( = (1,8+1,8+1,8)) × 1'%% 4

(!(= '*,1&*) + !(= ',%*9)) # !39,& kg +

&&!,8 kg

$'. Titik E3 " 23

• Berat sloo # %,! × %,&% × (12! (3,* + 3,*)) × !&%% # 8*& kg


• Berat dinding lantai I # %,1 × 3,* × (12! (3,*+1,8)) × 1'%% 4

((

1

2! 88,&9&) + (= ',%*9)) # !&3%,8 kg +&*9,! kg

$(. Titik E! " 2!

• Berat sloo # %,! × %,&% × (12! (3,*+3,*)) × !&%% # 8*& kg

• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg +

!!&*,& kg

$*. Titik E% " 2%

• Berat sloo # %,!

× %,&%

×

(

1

2! (3,* + 3,*))×

!&%% # 8*& kg• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai I # %,1 × 3,* × (12! (3,* + 3,*)) × 1'%% # 33%&,8 kg +

1,! kg

30. Titik E& " E' " 2& " 2'

• Berat sloo # %,! × %,&% × (12! (3,* + 3,*)) × !&%% # 8*& kg

• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg +

!!&*,& kg

31. Titik E(

• Berat sloo # %,! × %,&% × (12! (3,*+3,*+1,8)) × !&%% # 1%8% kg


• Berat dinding lantai I # %,1 × 3,* × (12! (3,*+3,*)) × 1'%% 4

((12! 88,&9&) + (= ',%*9)) # 3!',%!kg +

'19,&! kg



3$. Titik E* " 2*

• Berat sloo # %,! × %,&% × (12! (3,*+3,*)) × !&%% # 8*& kg


• Berat dinding lantai I # %,1

× 3,*

×

(

1

2! (3,*+3,*))×

1'%% # 33%&,8 kg +1,! kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% #11**,& kg

• egel + spesi (& -m) # %,%& × 12! (3,*) ×

12! (3,*) × !!%% # !8,1! kg

• Plaon baah #12! (3,*) ×

12! (3,*) × 18 # 8,3! kg +

" # 1%9,8& kg

b. Beban hidup 0

♦ 7 #1

2! (3,*) × 1

2! (3,*) × !% × %,' # *%', kg∴ : # 1,! " + 1,* 7 # 1,! (1%9,8&) + 1,* (*%',) # !'83,8%8 kg

Berat Tota, -ang i/iku, Titik E* " (33%00( Kg

33. Titik E11 " 211

• Berat sloo # %,! × %,&% × (12! (3,*+3,*+3,*)) × !&%% #1!9*

kg

• Berat kolom lantai I # %,& × %,& × 3,* × !&%% #138!,& kg

• Berat dinding lantai I # %,1

× 3,*

×

(

1

2! (3,*+3,*+3,*))×

1'%% 4 ((

12! 88,398) + (

12! !%,&1&) + (

12! !*1,3)

+ (12!!,8%&)) # &'9,13 kg +

'&3',3 kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% #11**,& kg

• egel + spesi (& -m) # %,%& × 12! (3,*) ×

12! (3,*) × !!%% # !8,1! kg

• Plaon baah #12! (3,*) ×

12! (3,*) × 18 # 8,3! kg +

" # 1%9,8& kg b. Beban hidup 0

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # *%', kg

∴ : # 1,! " + 1,* 7 # 1,! (1%9,8&) + 1,* (*%',) # !'83,8%8 kg

Berat Tota, -ang i/iku, Titik E11 " 10$$133( Kg



3%. Titik G(

• Berat sloo # %,! × %,&% × (12! × (3,*+1,8+1,8)) × !&% # 8*& kg

• Berat kolom lantai I # %,& × %,& × 3,* × !&%% #138!,& kg

• Berat dinding lantai I # %,1 × 3,* × (12! × (3,*+1,8+1,8+)) × 1'%%

4 (88,&9& + ',%*9) # 3!%9,!&kg +

&,*& kg

3&. Titik 2(

• Berat sloo # %,! × %,&% × (12! (3,*+3,*)) × !&%% # 8*& kg


• Berat dinding lantai I # %,1 × 3,* × (12! (3,*+3,*)) × 1'%% 4

((12! 88,&9&) + (= ',%*9)) # 3!',%!kg +

%3,&! kg

3.$ Pembebanan Konstruksi antai II

/ang menjadi beban dari konstruksi lantai II adalah 0

Berat balok lantai II61

Berat balok lantai II6!

Berat balok lantai II63

Berat kolom lantai II

Berat dinding lantai II

Berat ring balok I

Berat ring balok II

Berat plaon atas

Berat plat lantai

Berat tangga

1. Titik A! " #!

•Berat balok lantai II61 # %,3 × %,* × 12! (3,*+3,*) × !&%% # 1,! kg

•Berat kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg

•Berat dinding lantai II # %,1 × &,* × 12! (3,*+3,*) × 1'%% 4

(12! (88,398)) + (

12! (!%,&1&)) # &1*8,& kg

•Berat ring balok I # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 kg

•Berat ring balok II # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 kg

•Berat plaon atas #12! (3,*) ×

12! (3,*) × 18 # 8,3 kg +

88&&,3 kg

5asukkan gambar



• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% #11**,& kg

• egel + spesi (& -m) # %,%& × 12! (3,*) ×

12! (3,*) × !!%% # !8,1! kg

• Plaon baah # 12! (3,*) × 12! (3,*) × 18 # 8,3! kg +

" # 1%9,8& kg

b. Beban hidup 0

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # *%', kg

∴ : # 1,! " + 1,* 7 # 1,! (1%9,8&) + 1,* (*%',) # !'83,8%8 kg

Berat Tota, -ang i/iku, Titik A! " #! " 11&$(10( Kg

$. Titik A% " A' " #% " #'

•Berat balok lantai II61 # %,3 × %,* × 12! (3,*+3,*+3,*) × !&%% # !33!,8 kg



(((12! (88,398)) +((

12! (!%,&1&)) +

(8,191) + (',%*9 )) # &13,13 kg

•Berat ring balok I # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! kg

•Berat ring balokII # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! kg


12! (3,*) × 18 # 11*,*& kg +

1%31!,9' kg

• 7antai 0

a. Beban mati 0

•Plat lantai (t # 1-m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% #!33!,8 kg

•egel + spesi (& -m) # %,%& × 12! (3,*) ×

12! (3,*) × !!%% # '%,!& kg

•Plaon baah #12! (3,*) ×

12! (3,*) × 18 # 11*,*& kg +

" # 3%19,*8 kg

b. Beban hidup 0

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (3%19,*8) + 1,* (1!1) # *',*1* kg

Berat Tota, -ang i/iku, Titik A% " A' " #% " #' " 1%((0%( Kg

3. Titik A& " #&

•Berat balok lantai II61 # %,3 × %,* × 12! (3,*+3,*+3,*) × !&%% # !33!,8 kg


•Berat dinding lantai II # %,1 × &,* × 12! (3,*+3,*+3,*) × 1'%% 4

(((8,191) + (',%*9) + (12! (88,398)

+ (

1

2! (!%,&1&)) # *!*3, kg•Berat ring balok I # %,! × %,3 ×

12! (3,*+3,*+3,*) × !&%% # 9'! kg



•Berat ring balok II # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! kg


12! (3,*) × 18 # 11*,*&kg +

1!&!3,3& kg

• 7antai 0a. Beban mati 0

•Plat lantai (t # 1-m) # %,1

•egel + spesi (& -m) # %,%&

× 12! (3,*)

×12! (3,*)

× 12! (3,*)

× 12! (3,*)

× !&%% #!33!,8 kg

× !!%% # '%,!& kg

•Plaon baah #12! (3,*)

b. Beban hidup 0

× 12! (3,*) × 18 # 11*,*& kg +

" # 3%19,*8 kg

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (3%19,*8) + 1,* (1!1) # *',*1* kg

Berat Tota, -ang i/iku, Titik A& " #& " 1'**0*%& Kg

!. Titik A( " #(




((9,%) + (',%*9) + (9,%) + (',%*9)) # &189,' kg

•Berat ring balok I # %,!

× %,3

×

1

2! (3,*+3,*)×

!&%% # *&8 kg•Berat ring balok II # %,! × %,3 ×

12! (3,*+3,*) × !&%% # *&8 kg


12! (3,*) × 18 # 8,3 kg +

88*,' kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% #11**,& kg

• egel + spesi (& -m) # %,%& × 12! (3,*) ×

12! (3,*) × !!%% # !8,1! kg

• Plaon baah #12! (3,*) ×

12! (3,*) × 18 # 8,3! kg +

" # 1%9,8& kg b. Beban hidup 0

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # *%', kg

∴ : # 1,! " + 1,* 7 # 1,! (1%9,8&) + 1,* (*%',) # !'83,8%8 kg

Berat Tota, -ang i/iku, Titik A( " #( " 11&!*!0( Kg

%. Titik B! " B% " B& " B' " I! " I% " I& " I'

• Berat balok lantai II61# %,3 × %,* × 12! (3,*+3,*) × !&%% # 1,! kg

• Berat kolom lantai II # %,&×

%,& × &,* × !&%% # 1'**,& kg• Berat dinding lantai II# %,1 × &,* ×

12! (3,*+3,*) × 1'%% # &!!!,8 kg



• Berat ring balok I # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 kg



• Berat ring balok II # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 kg

• Berat plaon atas #12! (3,*) × (3,*) × 18 # 11*,*& kg +

88',%& kg


•Plat lantai (t # 1-m) # %,1

•egel + spesi (& -m) # %,%&

× 12! (3,*)

×12! (3,*)

× 12! (3,*)

× 12! (3,*)

× !&%% #!33!,8 kg

× !!%% # '%,!& kg

•Plaon baah #12! (3,*)

b. Beban hidup 0

× 12! (3,*) × 18 # 11*,*& kg +

" # 3%19,*8 kg

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (3%19,*8) + 1,* (1!1) # *',*1* kg

Berat Tota, -ang i/iku, Titik B!"B%"B&"B'"I!"I%"I&"I'" 1!!$!&%& Kg

&. Titik B( " I(


•Berat kolom lantai II # %,& ×%,& × &,* × !&%% # 1'**,& kg


((9,%) + (',%*9) + (9,%) + (',%*9))># &189,' kg

•Berat ring balok I # %,!

•Berat ring balok II # %,!

× %,3

× %,3

× 12! (3,*+3,*)

× 12! (3,*+3,*)

× !&%% # *&8 kg

× !&%% # *&8 kg

•Berat plaon atas #12! (3,*)

• 7antai 0

a. Beban mati 0

× 12! (3,*) × 18 # 8,3 kg +

88*,' kg

• Plat lantai (t # 1 -m) # %,1 × 12! (3,*) ×

12! (3,*) × !&%% #11**,& kg

• egel + spesi (& -m) # %,%& × 12! (3,*) ×

12! (3,*) × !!%% # !8,1! kg

• Plaon baah #

1

2! (3,*)×

1

2! (3,*)×

18 # 8,3! kg +" # 1%9,8& kg

b. Beban hidup 0

♦ 7 #12! (3,*) ×

12! (3,*) × !% × %,' # *%', kg

∴ : # 1,! " + 1,* 7 # 1,! (1%9,8&) + 1,* (*%',) # !'83,8%8 kg

Berat Tota, -ang i/iku, Titik B( " I( " 11&!*!0( Kg

'. Titik +$ " H$

• Berat balok lantai II61# %,3 × %,* × 12!

(1,8+1,8) × !&%% # ''',* kg

• Berat kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai II# %,1 × 3,* × 12! (1,8+1,8) × 1'%% 4

(12! ',%*9) # !1%',8 kg



• Berat ring balok I # %,! × %,3 × 12! (1,8+1,8) × !&%% # 3!& kg

• Berat plaon atas #12! (1,8) ×

12! (1,8) × 18 # 1&,8 kg +

# &*%*,38 g


• Plat lantai (t # 1 -m) # %,1 × 12! (1,8) ×

12! (1,8) × !&%% # !91,* kg

• egel + spesi (& -m) # %,%& × 12! (1,8) ×

12! (1,8) × !!%% # '1,!8 kg

• Plaon baah #12! (1,8) ×

12! (1,8) × 18 # 1&,8 kg +

" # 3'',&* kg

b. Beban hidup 0

♦ 7 #12! (1,8) ×

12! (1,8) × !% × %,' # 11,8' kg

∴ : # 1,! " + 1,* 7 # 1,! (3'',&*) + 1,* (11,8') # *9,9! kg

• Plat lantai 3 (t # 1 -m)# %,1 × 1

2! (1,8) × 1

2! (1,8) × !&%% # !91,* kg

Berat Tota, -ang i/iku, Titik +$ " H$ " %%*3*3$ Kg

(. Titik +3 " H3

• Berat balok lantai II61# %,3 × %,* × 12! (1,8+3,*+1,8) × !&%% #1&!,* kg

• Berat kolom lantai II # %,& × %,& × 3,* × !&%% #138!,& kg

• Berat dinding lantai II# %,1 × 3,* × 12! (1,8+3,*+1,8) × 1'%% 4

((12! 88,398) + (

12! !%,&1&) + (

12! 88,&9&)

+ (= ',%*9)) #3!%!,* kg• Berat ring balok I # %,! × %,3 ×

12! (1,8+3,*+1,8) × !&%% # 9& kg

• Berat plaon atas #12! (1,8) × (

12!1,8 +

12! 3,*) × 18 # &3,'& kg +

# **&8,3& g

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × 12! (1,8) × (

12!1,8 +

12! 3,*)

× !&%% #8'& kg

• egel + spesi (& -m) # %,%& × 12! (1,8) × (

12!1,8 +

12! 3,*)

× !!%% # !13,8& kg

• Plaon baah #12! (1,8) × (

12!1,8 +

12! 3,*) × 18 # &3,'& kg +

" # 113!,38 kg

b. Beban hidup 0

♦ 7 #12! (1,8) × (

12!1,8 +

12! 3,*) × !% × %,' # &,*! kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # !%8',8* kg

• Plat lantai 3 (t # 1 -m)# %,1 × 12! (1,8) × (

12!1,8 +

12! 3,*)

× !&%% # 8'& kg

Berat Tota, -ang i/iku, Titik +3 " H3 " *&101*& Kg



*. Titik +! " H!

• Berat balok lantai II61# %,3 × %,* × 12! (3,*+3,*+3,*) × !&%% #!33!,8 kg

• Berat kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& kg

• Berat dinding lantai II# %,1

× &,*

×

1

2! (3,*+3,*+3,*)×

1'%% 4 ((

12! 88,398) + (

12! !%,&1&)) #*!'9,8 kg

• Berat ring balok I # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! kg

• Berat ring balok II # %,! × %,3 × 12! (3,*+3,*) × !&%% # 9'! kg

• Berat plaon atas #((12!1,8 ×

12!3,*) + (

12!3,* ×

12!3,*))

× 18 # 11*,*& kg +

1!&3&,*& kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((1

2! 1,8 × 1

2! 3,*) +(

12! 3,* ×

12!3,*)) × !&%% #!33!,8 kg

• egel + spesi (& -m) # %,%& × ((12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !!%% # '%,!& kg

• Plaon baah # ((12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × 18 # 11*,*& kg +

" # 3%19,*8 kg

b. Beban hidup 0

♦ 7 # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*)) × !% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # *',*1* kg

• Plat lantai 3 (t # 1 -m)# %,1 × (12!1,8 ×

12! 3,*) × !&%% # 83,! kg

Berat Tota, -ang i/iku, Titik +! " H! " 1(%*0!%& Kg

10. Titik +% " +' " H% " H'



• Berat dinding lantai II# %,1 × &,* × 12! (3,*+3,*) × 1'%% 4

(12! 1!8,*&) #&18, kg



• Berat plaon atas # ((12! 1,8 +

12! 3,*) × 3,*)) × 18 # 1'&,9* kg +

1%3'*,** kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 +

12! 3,*) × 3,*)) × !&%% #3&99,! kg

• egel + spesi (& -m) # %,%& × ((12!

1,8 +12!

3,*) × 3,*)) × !!%% # 8,3* kg

• Plaon baah # ((12! 1,8 +

12! 3,*) × 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg



b. Beban hidup 0

♦ 7 # ((12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # 831,&!& kg

Berat Tota, -ang i/iku, Titik +% " +' " H% " H' " 1('$(0(! Kg

11. Titik +& " H&



• Berat dinding lantai II# %,1 × &,* × 12! (3,*+3,*+3,*) × 1'%% #*33&,! kg



• Berat plaon atas # ((1

2! 1,8 +1

2! 3,*) × 3,*)) × 18 # 1'&,9* kg +1!!,3* kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 +

12! 3,*) × 3,*)) × !&%% #3&99,! kg

• egel + spesi (& -m) # %,%& × ((12! 1,8 +

12! 3,*) × 3,*)) × !!%% # 8,3* kg

• Plaon baah # ((12! 1,8 +

12! 3,*) × 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg

b. Beban hidup 0♦ 7 # ((

12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # 831,&!& kg

Berat Tota, -ang i/iku, Titik +& " H& " $0*03'(! Kg

1$. Titik +( " H(

• Berat balok lantai II61# %,3 × %,* × 12! (3,*+3,*+3,*) × !&%% # !33!,8 kg

• Berat kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg

• Berat dinding lantai II# %,1 × &,* × 1

2! (3,*+3,*+3,*) × 1'%% 4 ((

12! 88,398) + (

12! !%,&1&) + (9,%)

+ (',%*9)) # *!*3,! kg


• Berat ring balok II # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! kg

• Berat plaon atas # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*))

× 18 # 11*,*& kg +

1!&!3,%* kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !&%% #!33!,8 kg



• egel + spesi (& -m) # %,%& × ((12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !!%% # '%,!& kg

• Plaon baah # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*))

×

18 # 11*,*& kg +" # 3%19,*8 kg

b. Beban hidup 0

♦ 7 # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*)) ×

!% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # *',*1* kg

Berat Tota, -ang i/iku, Titik +( " H( " 1'**0&'& Kg

13. Titik +* " H*

• Berat balok lantai II61# %,3 × %,* × 12! (1,8+3,*) × !&%% # 11**,& kg


• Berat dinding lantai II# %,1 × 3,* × 12! (1,8+3,*) × 1'%% 4

((12! 88,398) + (

12! !%,&1&)) # !&!&,! kg

• Berat ring balok I # %,! × %,3 × 12! (1,8+3,*) × !&%% # &8* kg

• Berat plaon atas # (12! 1,8 × (

12! 3,*+

12! 1,8)) × 18 # &3,'& kg +

%!,'& kg

• Berat tangga

a. Beban mati 0• Plat tangga (t # !%-m)# %,!% × 1,8 × 3,* × !&%% #311%,& kg

• Pasir (3 -m) # %,%3 × 1,8 × 3,* × 1*%% # 311,%& kg

• egel + ;pesi (& -m) # %,%& × 1,8 × 3,* × !!%% # '%,!& kg

+ " 3991,*8

kg

b. Beban hidup 0

♦ 7 # 1,8 × 3,* × 3%% × %,' # 1&8 kg

∴ : # 1,! " + 1,* 7 # 1,! (3991,*8) + 1,* ('!9) # '1!!,81* kg

Berat Tota, -ang i/iku, Titik +* " H* " 1$&$%%%& Kg

1!. Titik +10 " H10

• Berat balok lantai II61# %,3 × %,* × 12! (1,8+1,8) × !&%% # 11**,& kg



(31,!*) # 1*!1,1& kg


• Berat plaon atas # (12! (1,8 + 1,8)) × 18 # 3!,& kg +&!*,3& kg



• Berat tangga

a. Beban mati 0

• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% # 1,! kg

• Pasir (3 -m) # %,%3

× 1,8

×

1,8×

1*%% # 1,! kg• egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 × !!%% # !8,1! kg

+ " 199,8&

kg

b. Beban hidup 0

♦ 7 # 1,8 × 1,8 × 3%% × %,' # '!9 kg

∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) # 3*1,&%8 kg

Berat Tota, -ang i/iku, Titik +10 " H10 (0(''!( Kg

1%. Titik 1 " G1

• Berat balok lantai II61# %,3 × %,* × (12! (1,8+1,8)) × !&%% # 11**,& kg

• Berat balok lantai II6!# %,3 × %,3 × 12& (1,8) × !&%% # 9',! kg


• Berat dinding lantai II# %,1 × &,* × (12! (3,*+1,8)+

12& (1,8))

× 1'%% 4 ('.%*9) #3*8',88 kg

• Berat ring balok I # %,! × %,3 × (12! 1,8+1,8) × !&%% # &8* kg

• Berat ring balok II # %,! × %,3 × 12& (1,8)) × !&%% # 81 kg

• Berat plaon atas # (

1

2! 1,8 ×

1

2! 3,*)×

18 # !9,1* kg +'31&,%& kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1-m) # %,1 × (12! 1,8 ×

12! 3,*) × !&%% # 83,! kg

• egel + spesi (& -m) # %,%& × (12! 1,8 ×

12! 3,*) × !!%% # 1&!,* kg

• Plaon baah # (12! 1,8 ×

12! 3,*) × 18 # !9,1* kg +

" # '&,9! kg

b. Beban hidup 0

♦ 7 # (1

2! 1,8 × 1

2! 3,*) × !% × %,' # 3%3,' kg∴ : # 1,! " + 1,* 7 # 1,! ('&,9! ) + 1,* (3%3,') # 1391,9%& kg

• Plat lantai 3 (t # 1-m)# %,1 × (12! 1,8 ×

12! 3,*) × !&%% # 83,! kg

Berat Tota, -ang i/iku, Titik 1" G1 " *$(*1!! Kg

1&. Titik $ " G$

• Berat balok lantai II61# %,3 × %,* × (12! 1,8+1,8+1,8) × !&%% # !33!,8 kg

• Berat balok lantai II6!# %,3 × %,3 × 12& (1,8) × !&%% # 9',! kg




• Berat dinding lantai II# %,1 × &,* × ((12! 1,8+1,8+1,8)+1,8+

12& (1,8)) × 1'%% 4 ((

12!',%*9)+( = '*,1&*)

+ (12! ',%*9)) #'*1,!1kg

• Berat ring balok I # %,!

× %,3

× (

1

2! 1,8+1,8+1,8)×

!&%% # 9'! kg• Berat ring balok II # %,! × %,3 ×

12& (1,8)) × !&%% # 81 kg

• Berat plaon atas # (1,8 × 1,8) + (12! 1,8 ×

12! 1,8) × 18 # '!,98 kg

+

11%83,9 kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((1,8 × 1,8) +(12! 1,8 ×

12! 1,8))

× !&%% # 181&,& kg

egel + spesi (& -m) # %,%&×

((1,8×

1,8) + (

1

2! 1,8×

1

2! 1,8))× !!%% # &&3,! kg

• Plaon baah # ((1,8 × 1,8) + (12! 1,8 ×

12! 1,8)) × 18 # 9%,'! kg

+ " # !3&8,*&

kg

b. Beban hidup 0

♦ 7 # ((1,8 × 1,8) + (12! 1,8 ×

12! 1,8)) × !% × %,' # 9& kg

∴ : # 1,! " + 1,* 7 # 1,! (!3&8,*&) + 1,* (9&) # &33%,3*8 kg

• Plat lantai 3 (t # 1 -m) # %,1 × ((1,8 × 1,8) +

(1

2! 1,8 × 1

2! 1,8)) × !&%% # 181&,& kg

Berat Tota, -ang i/iku, Titik $ " G$ " 1'$$(3%( Kg

1'. Titik 3 " G3

• Berat balok lantai II61# %,3 × %,* × 12! (1,8+1,8+3,*) × !&%% #!33!,8 kg


• Berat dinding lantai II# %,1 × &,* × 12! (1,8+1,8+3,*) × 1'%% 4

(12!88,&9& +

12!',%*9) #*!8*,&! kg

• Berat ring balok I # %,! × %,3 × 1

2! (1,8+1,8+3,*) × !&%% # 9'! kg• Berat ring balok II # %,! × %,3 ×

12! (3,*+3,*) × !&%% # 9'! kg


12! 3,*) × (

12! 1,8 +

12!3,*)

× 18 # 11*,*& kg +

1!&&*,!* kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 +

12! 3,*) ×

(12! 1,8 +

12!3,*)) × !&%% # !*!&,& kg

• egel + spesi (& -m) # %,%&×

((

1

2! 1,8 +

1

2! 3,*)×

(12! 1,8 +

12!3,*)) × !!%% # *&1,! kg

• Plaon baah # ((12! 1,8 +

12! 3,*) ×

(12! 1,8 +

12!3,*)) × 18 # 131,!! kg

+ " # 339',1&

kg



b. Beban hidup 0

♦ 7 # ((12! 1,8 +

12! 3,*) × (

12! 1,8 +

12!3,*) × !% × %,' # 13**,8' kg

∴ : # 1,! " + 1,* 7 # 1,! (339',1&) + 1,* (13**,8') # *!*3,*8 kg

• Plat lantai 3 (t # 1 -m)# %,1

× ((

1

2! 1,8 +

1

2! 3,*)×

(12! 1,8 +

12!3,*)) × !&%% # !*!&,& kg

Berat Tota, -ang i/iku, Titik 3 " G3 " $133!$$( kg

1(. Titik ! " G!

• Berat balok lantai II61# %,3 × %,* × ((12! (1,8+3,*))+1,8)

× !&%% #19&& kg

• Berat balok lantai II63# %,3 × %,& × 12! (3,*) × !&%% # 18,& kg

• Berat kolom lantai II # %,&

×

%,&×

&,*×

!&%% #1'**,& kg• Berat dinding lantai II# %,1 × &,* × (

12! (1,8+3,*)+1,8) × 1'%% #!'8, kg

• Berat ring balok I # %,! × %,3 × 12! (3,*+3,*+1,8) × !&%% # 81% kg

• Berat ring balok II # %,! × %,3 × 12! (3,*+3,*+1,8) ×!&%% # 81% kg


12! 3,*) × 3,*) × 18 # 1'&,9* kg +

113%!,!* kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 +

12! 3,*) × 3,*)) × !&%% #3&99,! kg

• egel + spesi (& -m) # %,%& × ((12! 1,8 + 12! 3,*) × 3,*)) × !!%%# 8,3* kg

• Plaon baah # ((12! 1,8 +

12! 3,*) × 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg

b. Beban hidup 0

♦ 7 # ((12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴ : # 1,! " + 1,* 7 # 1,! (&!9,! ) + 1,* (18!!,) # 831,&!& kg

• Plat lantai 3 (t # 1 -m)# %,1 × (12! 1,8 ×

12! 3,*) × !&%% # 83,! kg

Berat Tota, -ang i/iku, Titik ! " G! " $!'&&!0! kg

1*. Titik % " G%

• Berat balok lantai II61# %,3 × %,* × (12! (3,*+3,*+3,*)) × !&%% #19&& kg

• Berat balok lantai II63# %,3 × %,& × 12! (3,*) × !&%% # 18,& kg


• Berat dinding lantai II# %,1 × &,* × (12! (3,*+3,*)) × 1'%% #&!!!,8 kg

• Berat ring balok I # %,! × %,3 × (12! (3,*+3,*)) × !&%% # *&8 kg

• Berat ring balok II # %,! × %,3 × (12!

(3,*+3,*)) × !&%% # *&8 kg


12! 3,*) × 3,*) × 18 # 1'&,9* kg +

99!!,* kg



• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 +

12! 3,*) × 3,*)) × !&%% #3&99,! kg

• egel + spesi (& -m) # %,%&

× ((

1

2! 1,8 +

1

2! 3,*)×

3,*))×

!!%%# 8,3* kg• Plaon baah # ((

12! 1,8 +

12! 3,*) × 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg

b. Beban hidup 0

♦ 7 # ((12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴ : # 1,! " + 1,* 7 # 1,! (&!9,! ) + 1,* (18!!,) # 831,&!& kg

Berat Tota, -ang i/iku, Titik % " G% " 1($'3*(! Kg

$0. Titik & " G&

• Berat balok lantai II61# %,3 × %,* × 12! (3,*+3,*) × !&%% #1,! kg


• Berat dinding lantai II# %,1 × &,* × 12! (3,*+3,*) × 1'%% #&!!!,8 kg




12! 3,*) × 3,*) × 18 # 1'&,9* kg +

9%1,3* g

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1

• egel + spesi (& -m) # %,%&

×((12! 1,8 +

12! 3,*)

× ((12! 1,8 +

12! 3,*)

×3,*)) ×!&%% #3&99,! kg

× 3,*)) × !!%% # 8,3* kg

• Plaon baah # ((12! 1,8 +

12! 3,*)

b. Beban hidup 0

× 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg

♦ 7 # ((12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴

:# 1,!

"+ 1,*

7# 1,! (&!9,! ) + 1,* (18!!,) # 831,&!& kg

Berat Tota, -ang i/iku, Titik &" G& " 1'3&&'(! Kg

$1. Titik ' " G'

• Berat balok lantai II61# %,3 × %,* × (12! (3,*+1,8) × !&%% #11**,& kg


• Berat dinding lantai II# %,1 × &,* × (12! (3,*+1,8) × 1'%% 4

(12! 1!8,*&) #31%!,'' kg

• Berat ring balok I # %,!

× %,3

× (

1

2! (3,*+1,8))×

!&%% # &8* kg• Berat ring balok II # %,! × %,3 × (

12! (3,*+1,8)) × !&%% # &8* kg


12! 3,*) × 3,*) × 18 # 1'&,9* kg +

'18!,3 kg




• Plat lantai (t # 1 -m) # %,1 × ((12! 1,8 +

12!

3,*)× 3,*)) × !&%% #3&99,! kg

• egel + spesi (& -m) # %,%& × ((12! 1,8 +

12! 3,*) × 3,*)) × !!%% # 8,3* kg

• Plaon baah # ((12! 1,8 + 12! 3,*)

b. Beban hidup 0

× 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg

♦ 7 # ((12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴ : # 1,! " + 1,* 7 # 1,! (&!9,! ) + 1,* (18!!,) # 831,&!& kg

Berat Tota, -ang i/iku, Titik ' " G' 1%%33*%! Kg

$$. Titik ( " G(







12! 3,*) × 3,*) × 18 # 1'&,9* kg +

9%1,3* kg

• 7antai 0

a. Beban mati 0• Plat lantai (t # 1 -m) # %,1 ×((

12! 1,8 +

12! 3,*)

×3,*)) ×!&%% #3&99,! kg

• egel + spesi (& -m) # %,%& × ((12! 1,8 +

12! 3,*) × 3,*)) × !!%% # 8,3* kg

• Plaon baah # ((12! 1,8 +

12! 3,*)

b. Beban hidup 0

× 3,*)) × 18 # 1'&,9* kg

+ " # &!9,!

kg

♦ 7 # ((12! 1,8 +

12! 3,*) × 3,*)) × !% × %,' # 18!!, kg

∴ : # 1,! " + 1,* 7 # 1,! (&!9,! ) + 1,* (18!!,) # 831,&!& kg

Berat Tota, -ang i/iku, Titik ( " G( 1'3&&'(! Kg

$3. Titik * " G*






• Berat plaon atas # ((12! 1,8 + 12! 3,*) × 3,*) × 18 # 1'&,9* kg +

9%1,3* kg



• Berat tangga

a. Beban mati 0

• Plat tangga (t # !%-m)# %,!% × 1,8 × 3,* × !&%% #311%,& kg

• Pasir (3 -m) # %,%3

× 1,8

×

3,*×

1*%% # 311,%& kg• egel + ;pesi (& -m) # %,%& × 1,8 × 3,* × !!%% # '%,!& kg

+ " 3991,*8

kg

b. Beban hidup 0

♦ 7 # 1,8 × 3,* × 3%% × %,' # 1&8 kg

∴ : # 1,! " + 1,* 7 # 1,! (3991,*8) + 1,* ('!9) # '1!!,81* kg

• Plat lantai 3 (t # 1 -m)# %,1 × (12! 1,8 ×

12! 3,*) × !&%% # 11**,& kg

Berat Tota, -ang i/iku, Titik *" G* " 1'30!%'& Kg

$!. Titik 10 " G10

• Berat balok lantai II61# %,3 × %,* × 12! (1,8+1,8) ×!&%% # ''',* kg



(12! 31,!*) #1*3*,'' kg


• Berat plaon atas #12! (1,8)

• Berat tangga

a. Beban mati 0

× 12!

(1,8) × 18 # 1&,8 kg +

&13,3 kg

• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% # 1,! kg

• Pasir (3 -m) # %,%3 × 1,8 × 1,8 × 1*%% # 1,! kg

egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 × !!%% # !8,1! k g +

199,8& kg

b. Beban hidup 0

♦ 7 # 1,8

× 1,8

× 3%%

× %,' # '!9 kg

∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) #3*1,&%8 kg

• Plat lantai 3 (t # 1 -m)# %,1 × 12! (1,8) ×

12! (1,8) × !&%% # !91,* kg

Berat Tota, -ang i/iku, Titik 10 " G10 " '*((3%( Kg

$%. Titik 11 " G11

• Berat balok lantai II61# %,3 × %,* × (12! 3,*+1,8) × !&%% # 1,! kg


• Berat dinding lantai II# %,1 × 3,* × (1

2! 3,*+1,8) × 1'%% 4 (

12! 18,!8) # 3!9,& kg

• Berat ring balok I # %,! × %,3 × (12! 3,*+1,8) × !&%% # *&8 k g ? +

*881,1& kg



• Plat lantai 3 (t # 1 -m)# %,1 × (12! 1,8 ×

12! 3,*) × !&%% # 9'!

kg

Berat Tota, -ang i/iku, Titik 11" G11 " '(%31! Kg

$&. Titik E1 " 21

• Berat balok lantai II6!# %,3 × %,3 × (12!(1,8+1,8)+1,8) × !&%% # ''',* kg


• Berat dinding lantai II# %,1 × 3,* × (12!(1,8+1,8)+1,8) × 1'%% 4

(12! ',%*9 +

12! ',%*9) #3!9','3 kg

• Berat ring balok I # %,! × %,3 × (12!(1,8+1,8)+1,8) × !&%%# *&8 kg

• Berat plaon atas # (12! (1,8 + 1,8) + 1,8) × 18 # *&,8 kg +

*18%,3 kg• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1-m) # %,1 × (12!(1,8+1,8)+1,8) × !&%% # 1!9* kg

• egel + spesi (& -m) # %,%& × (12!(1,8+1,8)+1,8) × !!%% # 31*,8 kg

• Plaon baah # (12!(1,8+1,8)+1,8) × 18 # *&,8 kg +

" # 1*'',* kg

b. Beban hidup 0

♦ 7 # (12!(1,8+1,8)+1,8) × !% × %,' # *' kg

∴ : # 1,! " + 1,* 7 # 1,! (1*'',*) + 1,* (*') # 3%93,1! kg• Plat lantai 3 (t # 1-m) # %,1 × (

12!(1,8+1,8)+1,8) × !&%% # 1!9* kg

Berat Tota, -ang i/iku, Titik E1 " 21 " 10%&*&% Kg

$'. Titik E$ " 2$

• Berat balok lantai II6!# %,3 × %,3 × (12!(1,8+1,8)+1,8) ×!&%% # ''',* kg


• Berat dinding lantai II# %,1 × 3,* × (12!(1,8+1,8)+1,8) × 1'%% 4

(12! '*,1&* +

12! ',%*9) #3!*3,19 kg

• Berat ring balok I # %,! × %,3 × (12!(1,8+1,8)+1,8) × !&%% # *&8 kg

• Berat plaon atas # (12! (1,8 + 1,8) + 1,8)

• 7antai 0

a. Beban mati 0

× 18 # *&,8 kg +

*1&,99 kg

• Plat lantai (t # 1-m) # %,1

• egel + spesi (& -m) # %,%&

×(12!(1,8+1,8)+1,8) × !&%% # 1!9* kg

× (12!(1,8+1,8)+1,8) × !!%% # 31*,8 kg

• Plaon baah # (12!(1,8+1,8)+1,8) × 18 # *&,8 kg +" # 1*'',* kg

b. Beban hidup 0

♦ 7 # (12!(1,8+1,8)+1,8)

× !% × %,' # *' kg



∴ : # 1,! " + 1,* 7 # 1,! (1*'',*) + 1,* (*') # 3%93,1! kg

• Plat lantai 3 (t # 1-m) # %,1 × (12!(1,8+1,8)+1,8) × !&%% # 1!9* kg

Berat Tota, -ang i/iku, Titik E$ " 2$ " 1$$1$'1 Kg

$(. Titik E3 "23

• Berat balok lantai II61# %,3 × %,* × (12! (3,* + 1,8)) × !&%% # 11**,& kg

• Berat balok lantai II6!# %,3 × %,3 × (12! (3,* + 1,8)) × !&%% # 83,! kg


• Berat dinding lantai II# %,1 × 3,* × (12! (3,* + 1,8)) × 1'%% # !&'8,* kg

• Berat ring balok I # %,! × %,3 × (12! (3,* + 1,8)) × !&%% # &8* kg

• Berat ring balok II # %,! × %,3 × (12! (3,* + 1,8)) × !&%% # &8* kg

• Berat plaon atas # (

1

2! (3,* + 1,8))×

18 # &8,* kg +'%1,! kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1-m) # %,1 × (12! (3,* + 1,8)) × !&%% # 9'! kg

• egel + spesi (& -m) # %,%& × (12! (3,* + 1,8)) × !!%% # !3',* kg

• Plaon baah # (12! (3,* + 1,8)) × 18 # &8,* kg

+ " # 1!8,! kg

b. Beban hidup 0

♦ 7 # (1

2! (3,* + 1,8)) × !% × %,' # %*,! kg∴ : # 1,! " + 1,* 7 # 1,! (1!8,!) + 1,* (%*,!) # !319,8& kg

• Plat lantai 3 (t # 1-m) # %,1 × (12! (3,* + 1,8)) × !&%% # 9'! kg

Berat Tota, -ang i/iku, Titik E3 " 23" 1030'0! Kg

30. Titik E! " E% " 2! " 2%

• Berat balok lantai II63# %,3 × %,& × 12! (3,*+3,*) × !&%% # 1%3*,8

kg

• Berat kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg• Berat plaon atas # (3,* × 3,*) × 18 # !33,!8 kg

+

3%3*,&8 kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 × (3,* × 3,*) × !&%% #&**,* kg

•

•

egel + spesi (& -

Plaon baah

m) # %,%& × (3,* × 3,*) × !!%

# (3,* × 3,*) × 18

%

"

#11&%,&8 kg

# !33,!8 kg +

# *%39,3* kg



b. Beban hidup 0

♦ 7 # (3,* × 3,*) × !% × %,' # !&3% kg

∴ : # 1,! " + 1,* 7 # 1,! (*%39,3*) + 1,* (!&3%) #1113,!3!kg

Berat Tota, -ang i/iku, Titik E! " E% " 2! " 2% " 1!1'1'1$ Kg

31. Titik E& " 2&



• Berat dinding lantai II# %,1 × &,* × 12! (3,*+3,*) × 1'%% 4

(12! 1!8,*&) #&18,&' kg


• Berat plaon atas # (3,*

×

3,*)×

18 # !33,!8 kg +83*1,3 kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1

• egel + spesi (& -m) # %,%&

× (3,*

× (3,*

× 3,*)

× 3,*)

× !&%% #&**,* kg

× !!%% #11&%,&8 kg

• Plaon baah # (3,*

b. Beban hidup 0

× 3,*) × 18 # !33,!8 kg +

" # *%39,3* kg

♦ 7 # (3,* × 3,*) × !% × %,' # !&3% kg

∴ : # 1,! " + 1,* 7 # 1,! (*%39,3*) + 1,* (!&3%) #1113,!3!kg

Berat Tota, -ang i/iku, Titik E& " 2& " 1%$*3'0% Kg

3$. Titik E' " 2'

• Berat balok lantai II61# %,3 × %,* × ((12! 3,* +

12! 3,*)+1,8)

× !&%% #1,! kg

• Berat balok lantai II63# %,3

× %,&

× ((

1

2! 3,* +

1

2! 3,*)+1,8)× !&%% #1%3*,8 kg


• Berat dinding lantai II# %,1 × &,* × 1,8 × 1'%% #!111,& kg

• Berat ring balok I # %,! × %,3 × ((12!3,* +

12!3,*)+1,8)

× !&%% # 3!& kg

• Berat plaon atas # (3,* × 3,*) × 18 # !33,!8 kg +

'%'!,%8 kg

• 7antai 0

a. Beban mati 0• Plat lantai (t # 1-m) # %,1 × (3,* × 3,*) × !&%% #&**,* kg

• egel + spesi (& -m) # %,%& × (3,* × 3,*) × !!%% #11&%,&8 kg



• Plaon baah # (3,* × 3,*) × 18 # !!3,!8 kg +

" # *%39,3* kg

b. Beban hidup 0

♦ 7 # (3,* × 3,*) × !% × %,' # !&3% kg

∴ : # 1,! " + 1,* 7 # 1,! (*%39,3* ) + 1,* (!&3%) #1113,!3!kg

Berat Tota, -ang i/iku, Titik E'" 2' " 1(1&$31$ Kg

33. Titik E( " 2(

• Berat balok lantai II63# %,3 × %,& × (12! 3,* +

12! 3,*) × !&%% #1%3*,8 kg


• Berat plaon atas # (3,* × 3,*) × 18 # !33,!8 kg +

3%3*,&8 kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1-m) # %,1

• egel + spesi (& -m) # %,%&

× (3,*

× (3,*

× 3,*)

× 3,*)

× !&%% #&**,* kg

× !!%% #11&%,&8 kg

• Plaon baah # (3,*

b. Beban hidup 0

× 3,*) ×18 # !!3,!8 kg +

" # *%39,3* kg

♦ 7 # (3,* × 3,*) × !% × %,' # !&3% kg

∴ : # 1,! " + 1,* 7 # 1,! (*%39,3* ) + 1,* (!&3%) #1113,!3!kg

Berat Tota, -ang i/iku, Titik E( " 2( " 1!1'1'1$ Kg

3$. Titik E* " 2*

• Berat balok lantai II61# %,3 × %,* × (12!3,* +

12!3,* +

12!3,*)

× !&%% #11**,& kg

• Berat balok lantai II63# %,3 × %,& × (12!3,* +

12!3,* +

12!3,*)

× !&%% # ''',* kg


• Berat dinding lantai II# %,1 × &,* × (12! 3,* +

12! 3,*) × 1'%% #&!!!,8 kg

• Berat ring balok I # %,! × %,3 × (12! 3,* +

12! 3,*) × !&%% # *&8 kg

• Berat ring balok II # %,! × %,3 × (12! 3,* +

12! 3,*) × !&%% # *&8 kg

• Berat plaon atas # (12! (3,* × 3,*) × 18 # 11*,*& kg +

93&,8& kg

• 7antai 0

a. Beban mati 0

• Plat lantai (t # 1 -m) # %,1 ×((

12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !&%% #!33!,8 kg

• egel + spesi (& -m) # %,%& × ((12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !!%% # '%,!& kg



• Plaon baah # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*))

× 18 # 11*,*& kg +

" # 3%19,*8 kg

hidup 0

♦ 7 # ((12! 1,8 × 1

2! 3,*) + (1

2! 3,* × 1

2!3,*)) ×

!% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # *',*1* kg

• Plat lantai 3 (t # 1-m) # %,1 × (12! 3,* × 3,*) × !&%% # !33!,8 kg

Berat Tota, -ang i/iku, Titik E* " 2* " 1'$!&$%& Kg

3(. Titik E11 " 211

• Berat balok lantai II61# %,3

× %,*

× (

1

2! 3,* +

1

2! 1,8)×

!&%% # 11**,& kg• Berat kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& kg

• Berat dinding lantai II# %,1 × &,* × (12! 3,* +

12! 1,8) × 1'%%

4 (8,191 + !,9 + 9,% + 8,83

+12! 9,%) #313!,83 kg

• Berat ring balok I # %,! × %,3 × (12! 3,* +

12! 1,8)

× !&%% # &8* kg

• Berat plaon atas # (1,8+12! (3,* × 3,*)) × 18 # 11*,*& kg +

*!8&,!' kg


• Plat lantai (t # 1 -m) # %,1 × ((

12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !&%% #!33!,8 kg

• egel + spesi (& -m) # %,%& ×((12! 1,8 ×

12! 3,*) +

(12! 3,* ×

12!3,*)) × !!%% # '%,!& kg

• Plaon baah # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*))

× 18 # 11*,*& kg +

" # 3%19,*8 kghidup 0

♦ 7 # ((12! 1,8 ×

12! 3,*) + (

12! 3,* ×

12!3,*)) ×

!% × %,' # 1!1 kg

∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # *',*1* kg

• Plat lantai 3 (t # 1-m) # %,1 × (12! 3,* × 3,*) × !&%% # !33!,8 kg

Berat Tota, -ang i/iku, Titik E11 " 211 " 1!1(!&(& Kg



3.3 Pembebanan Ata/

Beban yang diperhitungkan pada pembebanan atap adalah 0

1). Berat @angka uda 4 uda

!). Berat Aording

Berat gording # umlah gording × 7uas tampang kayu × arak antar

kuda6kuda × Bayu

3). Berat atap metal roo

Berat sendiri komponen gedung berupa penutup atap metal roo

dengan reng dan usuk2kaso per m!

bidang atap, menurut PPI61983

adalah # 1% kg2m!

&). Berat Balok ok

Berat Balok ok # 7uas tampang balok nok × arak antar kuda 4 kuda ×

Bayu

1) Rangka Kuda-Kuda I

Gambar 3.3.1



enis Balok Batang :kuran(m) Panjang (m) B ayu(kg2m!) Berat (kg)

aki kuda 6

kuda (821!)1 %.%8 C %.1! 1.!3 98% 11.'

! %.%8 C %.1! 3.** 98% 3&.&3

3 %.%8 C %.1! 3.** 98% 3&.&3

& %.%8 C %.1! 3.** 98% 3&.&3

%.%8 C %.1! 3.** 98% 3&.&3

* %.%8 C %.1! 3.** 98% 3&.&3

' %.%8 C %.1! 3.** 98% 3&.&3

8 %.%8 C %.1! 1.!3 98% 11.'Balok arik

(!$*21*)

B1 ! C %.%* C 3 98% *.&

B! ! C %.%* C 3 98% *.&

B3 ! C %.%* C 3 98% *.&

B& ! C %.%* C 3 98% *.&

B ! C %.%* C 3 98% *.&B* ! C %.%* C 3 98% *.&

Batang

ertikal(821!)

1 %.%8 C %.1! !.1 98% 19.'*

D! %.%8 C %.1! &.! 98% 39.1

3 %.%8 C %.1! *.3 98% 9.!'

& %.%8 C %.1! &.! 98% 39.1

%.%8 C %.1! !.1 98% 19.'*

Batang"iagona

l

;okong

"1 %.%8 C %.1! 3.** 98% 3&.&3

"! %.%8 C %.1! .1* 98% &8.

"3 %.%8 C %.1! .1* 98% &8.

"& %.%8 C %.1! 3.** 98% 3&.&3Batang

EoriFonta

l Aapit

(!$&21*)

E1 !$%.%*$%.1* * 98% 11!.9%

E! !$%.%*$%.1* * 98% 11!.9%

E3 !$%.%*$%.1* 3 98% *.&

E& !$%.%*$%.1* 3 98% *.&Balok ok 1 %.%8 $ %.1! 1.' 98% 1*.&*

Aording

A1 % .% $ % .1 !.' 98% 13.&8

#um,ah 1$(0.(3

Tabel 3.3.1

&



&*

>> B e ban Atap Tiap Tit ik B uh u l

Perhitungan Beban # 7uas tap $ Bj 5etal @oo

Bj 5etal @oo # 1% kg 2 m!

A"B

Beban # G ( 1,!3 + (12! 3,**)) $ !,' > $ 1% # *!,*3 kg

H"I

Beban # G ((12! 3,**) + (

12! 3,**)) $ !,' > $ 1% # *8,*3 kg

#"K

Beban # G ((12! 3,**) + (

12! 3,**)) $ !,' > $ 1% # *8,*3 kg

Beban # G ((12! 3,**) + (12! 3,**)) $ !,' > $ 1% # *8,*3 kg

>> B e rat S e n diri Tiap T itik B u h u l

A"B

Beban # 1 +12! ! +

12! B1

# 11,' +12! 3&,&& +

12! *,& # ',%1! kg

+"G

Beban # 12! B1 + 12! 1 + 12! B!

#12! *,& +

12! 19,'* +

12! *,& # **,33 kg

"2

Beban #12! B! +

12! ! +

12! B3 +

12! "1

#12! *,& +

12! 39,! +

12! *,& +

12! 3&,&& # 93,&3 kg

E

Beban #12! B3 +

12! 3 +

12! B& +

12! "! +

12! "3

#1

2! *,& +1

2! 9,!' +1

2! *,& +1

2! &8, +1

2! &8, # 13&,*3 kg

H"I

Beban #12! ! +

12! 3 +

12! 1 +

12! "1 + E1

#12! 3&,&& +

12! 3&,&& +

12! 19,'* + ',!' # 119,9 kg

#"K

Beban #12! 3 +

12! & +

12! ! +

12! "! + E3

#12! 3&,&& +

12! 3&,&& +

12! 39,! +

12! &8, + 3',*3! # 11*,1%' kg



Beban #12! & +

12! +

12! 3 + berat nok

#12! 3&,&& +

12! 3&,&& +

12! 9,!' + 1*,&* # 8%,3 kg

44 B e rat Gordi n g Tiap Titik B u hu l

Aording # 21%

Berat gording sendiri # %,% $ %,1 $ !,' $ 98% # 13,&' kg

arak ntar Aording # *% -m # %,* m

A"H1"B"I1

Beban # ' $ 13,&' # 9&,3!

@#@E1#@B#@I1# 9&,3! 2 ! # &',1*!

H$"#1"I$"K1

Beban # ' $ 13,&' # 9&,3!

@E!#@1#@I!#@1# 9&,3! 2 ! # &',1*!

#$"1"I3"$

Beban # ' $ 13,&' # 9&,3!

@!#@71#@I3#@7!# 9&,3! 2 ! # &',1*!

HASIL :

@#@B# &',1*! kg

@E # @E1 + @E! # 9&,3! kg

@I # @E # @ # @ # @7 # 9&,3! kg

44 B e rat B e ban A n g in

H # 3%

δt # (%,!% H 6 %,&) $ &%

# (%,%! $ 3 4 %,& ) $ &%

# 1! kg2m!



A"B

Beban # G ( 1,!3 + (12! 3,**) $ !,'> $ 1! # 1%%,98 kg

H"I

Beban # G ((12! 3,**) + (12! 3,**)) $ !,'> $ 1! # 8!,3 kg

#"K

Beban # G ((12! 3,**) + (

12! 3,**)) $ !,'> $ 1! # 8!,3 kg

eterangan 0

H # ;udut kemiringan atap

T5TA PEMBEBANAN PAA KUA 6 KUA TIPE I

II

B:E:7

B@

;"I@I

B@

AJ@"IA

B@

P

B@

AI

J7

(A)

'.%1! &'.1*! *!.*3 1%%.98 !*8

B '.%1! &'.1*! *!.*3 1%%.98 !*8

K **.33 6 6 6 **

" 93.&3 6 6 6 93

13&.*3 6 6 6 13

L 93.&3 6 6 6 93A **.33 6 6 6 **

E 119.9 9&.3! *8.*8 8!.3 3*

I 119.9 9&.3! *8.*8 8!.3 3*

11*.1%' 9&.3! *8.*8 8!.3 3*1

11*.1%' 9&.3! *8.*8 8!.3 3*1

7 8%.3 9&.3! *8.*8 % !&&

:57E # !*8*

Tabel 3.3.1



2) Rangka Kuda-Kuda 2

Gambar 3.3.2

Tabel 3.3.2

enis Balok Batang :kuran(m) Panjang (m)B

ayu(kg2m!Berat

(kg)

aki kuda 6

kuda

(821!)

1 %.%8 C %.1! 1.!! 98% 11.&8

! %.%8 C %.1! 3.** 98% 3&.&3

3 %.%8 C %.1! 3.** 98% 3&.&3& %.%8 C %.1! 3.** 98% 3&.&3

%.%8 C %.1! 3.** 98% 3&.&3

* %.%8 C %.1! 1.!! 98% 11.&8Balok arik

(!$*21*)

B1 ! C %.%* C !.' 98% 1.'&

B! ! C %.%* C !.' 98% 1.'&

B3 ! C %.%* C !.' 98% 1.'&

B& ! C %.%* C !.' 98% 1.'&

Batang

ertikal

(821!)

1 %.%8 C %.1! 1.93 98% 18.1*

D! %.%8 C %.1! 3.8 98% 3*.!!

3 %.%8 C %.1! 1.93 98% 18.1*Batang

"iagonal"1 %.%8 C %.1! 3.** 98% 3&.&3

"! %.%8 C %.1! 3.** 98% 3&.&3Batang

EoriFontal

Aapit

E1 !$%.%*$%.1* !.' 98% 1.'&

E! !$%.%*$%.1* !.' 98% 1.'&Balok ok 1 %.%8 $ %.1! &.& 98% &!.'1

A o r d in g ( 2 1 % )

A1 % .% $ % .1 &.& 98% !!.!

#um,ah &''.%1



>> B e ban Atap Tiap Ti tik B u h u l



A"B

Beban # G (1,!! + (12! $3,3* )) $ !,' > $ 1% # 83,8' kg

2"G

Beban # G ((12! C 3,**) + (

12! C 3,**)) $ !,'> $ 1% # 1%%,* kg

H

Beban # ! $ G ((12! C 3,**) + (

12! C 3,**)) $ !,'> $ 1% # !%1,3 kg


A"B

Beban # 1 +12! ! +

12! B1

# 11,&8 +12! 3&,&3 +

12! 1,'&& # &,** kg

+"E

Beban #12! B1 +

12! 1 +

12! B!

#12! 1,'&& +

12! 18,1* +

12! 1,'&& # *%,8!3 kg

Beban #12! B! +

12! "1 +

12! !+

12! "!

#12! 1,'&&+

12! 3&,&3+

12! 3*,!!+

12! 3&,&3 # '8,&1* kg

2"G

Beban #12! !+

12! 1 +

12! "1+

12! 3+ E1

#12! 3&,&3 +

12! 18,1* +

12! 3&,&3+

12! 3&,&3 + 1,'& # 11!,&'3 kg

H

Beban #1

2! 3 +1

2! & +1

2! ! + (Berat ok)

#12! 3&,&3+

12! 3&,&3+

12! 3*,!! + &!,'1 # 9,!* kg


Aording # 21%





B a ta n g 4 L # B a ta n g B 6 A

@#@B

Beban # * $ 13,&' # 8%,8

@#@B # 13,&' $ (3+!,&+1,8+1,!+1+%,*) # 39,*3! kg

3,&

@L#@A

Beban # * $ 13,&' # 8%,8

@L1 # @A1 # 8%,8 4 39,*3! # &1,!18 kg

B a ta n g L 4 E # B a ta n g A 6 E

@L # @E

Beban # ' $ 13,&' # 9&,3!

@L! # @ A! # 13,&' $ (3,!+!,*+!+1,&+%,8+%,!) # &%,&! kg

3,&

Beban # ' $ 13,&' # 9&,3!

@E1 # @E! # 9&,3! 4 &%,&! # 3.9 kg

HASIL :

@#@B# 39,*3! kg@E # @E1 + @E! # 8%,8 kg

@L # @A # @L1 + @L! # &1,!18 + 3,9 # 9,118 kg


H # 3%

δt # (%,!% H 6 %,&) $ &%

# (%,%! $ 3 4 %,& ) $ &%

# 1! kg2m

!



A"B

Beban # G (1,!! + (12! $3,3* )) $ !,' > $ 1! # 1%%,* kg

2"G

Beban # G ((12! C 3,**) + (12! C 3,**)) $ !,'> $ 1! # 1!%,'8 kg

H

Beban # ! $ G ((12! C 3,**) + (

12! C 3,**)) $ !,'> $ 1! # !&1,* kg

eterangan 0


T5TA PEMBEBANAN PAA KUA 6 KUA TIPE II

II B:E:7

B@;"I@I

B@AJ@"I

B@P

B@AI

J7(A)

&.** 39.*3! 83.8' 1%%.* !'9

B &.** 39.*3! 83.8' 1%%.* !'9

K *%.8!3 6 6 6 *1

" '8.&1* 6 6 6 '8

*%.8!3 6 6 6 *1

L 11!.&'3 9.118 1%%.* 1!%.'8 &!9

A 11!.&'3 9.118 1%%.* 1!%.'8 &!9

E 9.!* 8%.8 !%1.3 !&1.* *19

:57E # !!3

1. Kuda kuda tipe !

Gambar 3.3.3



enis Balok Batang :kuran(m)Panjang

(m)

B

ayu(kg2m!Berat (kg)

aki kuda 6

kuda

(821!)

1 %.%8 C %.1! 1.!3 98% 11.'

! %.%8 C %.1! !.9 98% !&.3'

3 %.%8 C %.1! !.9 98% !&.3'

& %.%8 C %.1! !.9 98% !&.3'

%.%8 C %.1! !.9 98% !&.3'

* %.%8 C %.1! 1.!3 98% 11.'Balok arik

(!$*21*)

B1 ! C %.%* C !.13 98% &%.%8

B! ! C %.%* C !.13 98% &%.%8

B3 ! C %.%* C !.13 98% &%.%8

B& ! C %.%* C !.13 98% &%.%8Batangertikal

(821!)

1 %.%8 C %.1! 1.&9 98% 1&.%!

D! %.%8 C %.1! 3 98% !8.!!3 %.%8 C %.1! 1.&9 98% 1&.%!Batang

"iagonal"1 %.%8 C %.1! !.8 98% !&.!'

"! %.%8 C %.1! !.8 98% !&.!'

Batang

EoriFontalE1 !$%.%*$%.1* !.11 98% 39.'%

E! !$%.%*$%.1* !.11 98% 39.'%Balok ok 1 %.%8 $ %.1! 9.! 98% 8*.

A o r d in g ( 2 1 % ) A1 % .% $ % .1 9.! 98% &.%8

#um,ah %*&.''

Tabel 3.3.3

>> B e ban Atap Tiap Tit ik B uh u l



A"B

Beban # G ( 3,1 + &,* ) $ (1,!3 +12! !,9 ) > $ 1% # 19&,&! kg

2"G

Beban # G12! ( &,* + ',* ) $ ( !,9 ) > $ 1% # 1',99 kg

H

Beban # ! $ G12! ( 9,1 + ',* ) $ !,9 > $ 1% # &3!,3 kg




A"B

Beban # 1 +12! ! +

12! B1

# 11,' + 12! !&,3' + 12! 1,'&& # &3,'9& kg

+"E

Beban #12! B1 +

12! 1 +

12! B!

#12! 1,'&& +

12! 18,1* +

12! 1,'&& # &',%8' kg

Beban #12! B! +

12! "1 +

12! !+

12! "! +

12! B3

#12! 1,'&&+

12! 31,*!+

12! 3*,!3+

12! 31,*! +

12! 1,'&&# '8,&*3 kg

2"G

Beban #12! !+

12! 1 +

12! "1+

12! 3+ E1

#12! 31,*! +

12! 18,1*+

12! 31,*!+

12! 31,*!+ 3&,&9* # 83,!1& kg

H

Beban #12! 3 +

12! & +

12! ! + (Berat ok)

#12! 31,*!+

12! 31,*!+

12! 3*,!3+ &.%8 # 1!,%3! kg


Aording # 21%



B a ta n g 4 L # B a ta n g B 6 A

@#@B

Beban # & $ 13,&' # 3,9 kg

@#@B # 13,&' $ ( 1,*9 + 1,39 + %,'9 + %,19 ) # !1,1!3 kg

!,9

@L#@A

Beban # & $ 13,&' # 3,9 kg

@L1 # @A1 # 3,9 4 !1,1!3 # 3!,''' kg



B a ta n g L 4 E # B a ta n g A 6 E

@L # @E

Beban # & $ 13,&' # 3,9 kg

@L! # @ A! # 13,&' $ ( !,18 + 1,8 + %,98 + %,38 ) # 38,'&* kg

!,9

Beban # & $ 13,&' # 3,9 kg

@E1 # @E! # 3,9 4 !*,*38 # !',!*! kg

HASIL :

@#@B# !1,1!3 kg

@E # @E1 + @E! # 3,9 kg

@L # @A # @L1 + @L! # 3!,''' + !',!*!

# *%,%39 kg


H # 3%

δt # (%,!% H 6 %,&) $ &%

# (%,%! $ 3 4 %,& ) $ &%

# 1! kg2m!

A"B

Beban # G ( 3,1 + &,* ) $ (1,!3 +12! !,9 ) > $ 1! # !33,31 kg

2"G

Beban # G12! ( &,* + ',* ) $ ( !,9 ) > $ 1! # 189,88 kg

H

Beban # ! $ G1

2! ( 9,1 + ',* ) $ !,9 > $ 1! # 19,%3* kg

eterangan 0




T5TA PEMBEBANAN PAA KUA 6 KUA TIPE III

II B:E:7

B@;"I@I

B@AJ@"I

B@P

B@AI

J7(A)

&3.'9& !1.1!3 19&.&! !33.31 &93

B &3.'9& !1.1!3 19&.&! !33.31 &93

K &'.%8' 6 6 6 &'

" '8.&*3 6 6 6 '8

&'.%8' 6 6 6 &'

L 83.!1& *%.%39 1'.99 189.88 &91

A 83.!1& *%.%39 1'.99 189.88 &91

E 1!.%3! 3.9 &3!.3 19.%3* 1,13%

:57E # 3!'%

!. Ku7a 6 Ku7a Ti/e12! K1

Gambar 3.3.4



enis Balok Batang :kuran(m) Panjang (m) B ayu(kg2m!) Berat (kg)

aki kuda 6kuda

(821!)

1 %.%8 C %.1! 1.!3 98% 11.'

! %.%8 C %.1! 3.** 98% 3&.&3

3 %.%8 C %.1! 3.** 98% 3&.&3Balok arik

(!$*21*)

B1 ! C %.%* C 3 98% *.&

B! ! C %.%* C 3 98% *.&

B3 ! C %.%* C 3 98% *.&Batangertikal

(821!)

1 %.%8 C %.1! !.1 98% 19.'*

D! %.%8 C %.1! &.! 98% 39.1

3 %.%8 C %.1! *.3 98% 9.!'Batang

"iagonal"1 %.%8 C %.1! 3.** 98% 3&.&3

"! %.%8 C %.1! .1* 98% &8.Batang

EoriFontal

E1 !$%.%*$%.1* * 98% 11!.9%

E ! ! $ % .% * $ % .1 * 3 98% *.&#um,ah &$0.&%

Tabel 3.3.4


A

Beban #12! 1 +

12! B1

# 12! 11,' + 12! *,& # 3&,%1% kg

B

Beban #12! B3 +

12! "! +

12! 3

#12! *,& +

12! &8, +

12! 9,!' # 8!,13! kg

+

Beban #12! B1 +

12! 1 +

12! B!

#12! *,& +

12! 19,'* +

12! *,& # **,3!* kg

Beban #12! B! +

12! "1 +

12! ! +

12! B3

#12! *,& +

12! 3&,&3 +

12! 39,1 +

12! *,& # 93.&!1 kg

E

Beban #12! 1 +

12! ! +

12! 1 +

12! "1 + E1

#12! 11,' +

12! 3&,&3 +

12! 19,'* +

12! 3&,&3 + 11!,9% # 1*!,99& kg



2

Beban #12! ! +

12! 3 +

12! ! +

12! "! + E!

#12! 3&,&3 +

12! 3&,&3 +

12! 39,1 +

12! &8, + *,& # 13&,911 kg

G

Beban #12! 3 +

12! 3

#12! 3&,&3 +

12! 9,!' # &*,8! kg

T5TA PEMBEBANAN PAA KUA 6 KUA TIPE18$ K1

II B:E:7

B@;"I@I

B@AJ@"IA

B@P

B@AI

J7(A)

3&.%1% 6 6 6 3&

B 8!.13! 6 6 6 8!

K **.3!* 6 6 6 **

" 93.&!1 6 6 6 93

1*!.99& 6 6 6 1*3

L 13&.911 6 6 6 13

A &*.8! 6 6 6 &'

:57E # *!1



3.! Reka/itu,asi Pembebanan Konstruksi

TITIKBEBANLANTAI1(KG)

BEBANLANTAI 2(KG)

BEBANATAP (KG)

BEBANTOTAL (KG)

PEMBULATAN(KG)

A4 5496.8 11,628.108 2544.93 19,669.838 19,670 A5 913. 15880.58 0 21,794.080 21,794

A6 7565.9 17990.956 0 25,556.856 25,557

A7 5087.3 15880.58 0 20,967.880 20,968

A8 5087.3 11,649.408 2544.93 19,281.638 19,282

A9 5480.22 0 0 5,480.220 5,480

B4 5551.2 14424.656 2544.93 22,520.786 22,521

B5 2246.4 14424.656 0 16,671.056 16,671

B6 5551.2 14424.656 0 19,975.856 19,976

B7 2246.4 14424.656 0 16,671.056 16,671

B8 2246.4 11649.408 2544.93 16,440.738 16,441

B9 5518.1 0 0 5,518.100 5,518C2 6055.608 5593.932 0 11,649.540 11,650

C3 4454.6 9610.196 3091.666 17,156.462 17,156

C4 7581.2 18590.456 4580.874 30,752.530 30,753

C5 5854.5 10728.084 0 16,582.584 16,583

C6 7635.6 20903.784 0 28,539.384 28,539

C7 5854.5 10728.084 0 16,582.584 16,583

C8 8549.1 17990.676 4580.874 31,120.650 31,121

C9 11197.008 12625.556 0 23,822.564 23,823

C10 8170.408 8087.748 3091.666 19,349.822 19,350

D1 5488.78 9298.144 0 14,786.924 14,787

D2 7522.98 17228.358 0 24,751.338 24,751

D3 4609 21334.228 2173.701 28,116.929 28,117

D4 5983.2 24766.404 2827.93 33,577.534 33,578

D5 7609.9 18273.984 0 25,883.884 25,884

D6 5957.5 17366.784 0 23,324.284 23,324

D7 5983.2 15533.954 0 21,517.154 21,517

D8 4609 17366.784 2827.93 24,803.714 24,804

D9 11197.008 17304.576 2173.701 30,675.285 30,675

D10 7028.208 7988.358 2173.701 17,190.267 17,190

D11 4670.6 7853.14 0 12,523.740 12,524

E1 4501.9 10569.65 0 15,071.550 15,072

E2 4425.8 12212.71 0 16,638.510 16,639

E3 4659.2 10307.04 0 14,966.240 14,966

E4 2246.4 14171.712 2544.93 18,963.042 18,963

E5 5551.2 14171.712 0 19,722.912 19,723

E6 2246.4 15293.705 0 17,540.105 17,540

E7 2246.4 18162.312 0 20,408.712 20,409

E8 5719.42 14171.712 2544.93 22,436.062 22,436

E9 8335.008 17246.256 0 25,581.264 25,581

E11 19221.338 14184.686 0 33,406.024 33,406

9



TITIKBEBANLANTAI1(KG)

BEBANLANTAI 2(KG)

BEBANATAP (KG)

BEBANTOTAL (KG)

PEMBULATAN(KG)

F1 4501.9 10569.65 0 15,071.550 15,072

F2 4425.8 12212.71 0 16,638.510 16,639

F3 4659.2 10307.04 0 14,966.240 14,966

F4 2246.4 14171.712 4580.874 20,998.986 20,999

F5 5551.2 14171.712 1018.8 20,741.712 20,742

F6 2246.4 15293.705 0 17,540.105 17,540

F7 2246.4 18162.312 1018.8 21,427.512 21,428

F8 5503.42 14171.712 4580.874 24,256.006 24,256

F9 8335.008 17246.256 0 25,581.264 25,581

F11 19221.338 14184.686 0 33,406.024 33,406

G1 5488.78 9298.144 0 14,786.924 14,787

G2 7522.98 17228.358 0 24,751.338 24,751

G3 4609 21334.228 2173.701 28,116.929 28,117

G4 5983.2 24766.404 2827.93 33,577.534 33,578G5 7609.9 18273.984 0 25,883.884 25,884

G6 5957.5 17366.784 0 23,324.284 23,324

G7 5983.2 15533.954 0 21,517.154 21,517

G8 5455.64 17366.784 2827.93 25,650.354 25,650

G9 11197.008 17304.576 2173.701 30,675.285 30,675

G10 7028.208 7988.358 2173.701 17,190.267 17,190

G11 9112.608 7853.14 0 16,965.748 16,966

H2 6055.608 5593.932 0 11,649.540 11,650

H3 4454.6 9610.196 3091.666 17,156.462 17,156

H4 7581.2 18590.456 4580.874 30,752.530 30,753

H5 5854.5 10728.084 0 16,582.584 16,583H6 7635.6 20903.784 0 28,539.384 28,539

H7 5854.5 10728.084 0 16,582.584 16,583

H8 8549.1 17990.676 4580.874 31,120.650 31,121

H9 11197.008 12625.556 0 23,822.564 23,823

H10 8170.408 8087.748 3091.666 19,349.822 19,350

I4 5551.2 14424.656 4580.874 24,556.730 24,557

I5 2246.4 14424.656 0 16,671.056 16,671

I6 5551.2 14424.656 0 19,975.856 19,976

I7 2246.4 14424.656 0 16,671.056 16,671

I8 2246.4 11649.408 4580.874 18,476.682 18,477

I9 5518.1 0 0 5,518.100 5,518

J4 5496.8 11,628.108 2544.93 19,669.838 19,670

J5 5913.5 15880.58 0 21,794.080 21,794

J6 7565.9 17990.956 0 25,556.856 25,557

J7 5087.3 15880.58 0 20,967.880 20,968

J8 5087.3 11,649.408 2544.93 19,281.638 19,282

J9 5480.22 0 0 5,480.220 5,480

*%

bab iii eka & dhinda revisi ibu

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