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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
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• 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
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• 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
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$. Titik A% " #%
• Berat sloo # %,! × %,&% × 12! (3,* + 3,* + 3,*)
× !&%% # 1!9* kg
• Berat kolom lantai 1 # %,&
× %,&
× 3,*
× !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,*+3,*) × 1'%% 4
((12! (88,398)) +(
12! (!%,&1&)) +
(8,191) + (',%*9)) # 3!3,1 kg +
913, kg
3. Titik A& " #&
• Berat sloo #%,! × %,& × 12! (3,*+3,*+3,*) × !&%% # 1!9* kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1
× 3,*
×
1
2! (3,*+3,*+3,*)×
1'%% 4 ((8,191) + (',%*9) +
(12! (88,398) + (
12! (!%,&1&)) # &88', kg +
'*,9 kg
!. Titik A' " #' " A( " #(
• Berat sloo # %,! × %,& × 12! (3,* + 3,* + 3,*)
× !&%% # 1!9* kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* ×
1
2! (3,* + 3,*) × 1'%% 4 )(
12! (88,398)) + (
12! (!%,&1&)) + 8,191
+ ',%*9)) # !&%8,9 kg+
%8'.3 kg
%. Titik A* " #*
• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,*+3,*) × 1'%% 4
((
1
2!(88,398) + (
1
2! (!%,&1&) +(9,%) + (',%*9)) # 3!33,8!kg +
&8%,!! kg
&. Titik B! " B& " I! " I&
• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,*) × 1'%% # 33%&,8 kg +
1,! kg
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'. Titik B% " B' " B( " I% " I' " I(
• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg +
!!&*,& kg
'. Titik B* " I*
• Berat sloo # %,! × %,&% × 12! (3,* + 3,*) × !&%% # 8*& kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,* + 3,*) × 1'%% 6
((9,%) + (',%*9) + (9,%) + (',%*9)) # 3!'1,' kg +
18,1 kg
(. Titik +$ " H$
• Berat sloo # %,! × %,&% × 12! (1,8 + 1,8) × !&%% # &3! kg
• Berat kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& 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 kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × 12! (1,8+3,*) × 1'%% 4
((12! (88,398) + (
12! (!%,&1&)) # !&!&,! kg +
&&&,* kg
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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 kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& 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 kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& 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 kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& 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 kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × 12! (3,*+3,*+1,8+1,8)
× 1'%% # &9',! kg +
'*3,* kg
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• 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 kolom lantai 1 # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai 1 # %,1 × 3,* × ((12! (1,8+1,8)) +( <1,8))
× 1'%% 4 (',%*9) # !88&,* kg +
&'39, kg
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• 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$ " '%$$*( Kg
1'. Titik 3 " G3
• Berat sloo # %,! × %,&% × (12! (1,8 + 3,* ) × !&%% # *&8 kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! 1,8+1,8) × 1'%% # !&'8,* kg +
&*%9 kg
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1(. Titik ! " ' " G! " G'1• Berat sloo # %,! × %,&% × (! × ( 2!(3,*)) +1,8)
× !&%% # 1!9* kg
• Berat kolom lantai I # %,&
× %,&
× 3,*
× !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × ((12! × 3,*)+ 1,8) × 1'%% # 33%&,8 kg +
983,! kg
1*. Titik % " G%
• Berat sloo # %,! × %,&% × (12!(3,* + 3,* + 3,*))
× !&%% # 1!9* kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12!(3,* + 3,* + 3,*)) × 1'%%
4 (18,9* + ',%*9) # &931, kg +'*%9,9 kg
$0. Titik & " G&
• Berat sloo # %,! × %,&% × (3 × 12! × 3,*) × !&%% # 1!9* kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! (3,* + 3,*)) × 1'%%
4 (18,9* + ',%*9) # 3!'9,1 kg +
9', kg
$1. Titik (
• Berat sloo # %,! × %,&% × (12! × (1,8+3,*)) × !&%% # *&8 kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! × (1,8+3,*)) × 1'%% # !&'8,* kg +
&*%9 kg
$$. 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
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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
$3. Titik 10 " G10
• Berat sloo # %,! × %,&% × (12!
× (1,8+1,8)) × !&%% # &3! kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! × (1,8+1,8)) × 1'%% # 1*!,& kg +
3&**,8 kg
• Berat tangga
a. Beban mati 0
• Plat tangga (t # !%-m)# %,!% × 1,8 × 1,8 × !&%% # 1,! kg
• Pasir (3 -m) # %,%3 × 1,8 × 1,8 × 1*%% # 1,! kg
egel + ;pesi (& -m) # %,%& × 1,8 × 1,8 × !!%% # !8,1! k g +
199,8& kg
b. Beban hidup 0
♦ 7 # 1,8 × 1,8 × 3%% × %,' # '!9 kg
∴ : # 1,! " + 1,* 7 # 1,! (199,8&) + 1,* ('!9) #3*1,&%8 kg
Berat Tota, -ang i/iku, Titik * # '0$($0( kg
$!. Titik 11 " G11
• Berat sloo # %,! × %,&% × (12! 3,*+1,8) × !&%% # 8*& kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! 3,*+1,8) × 1'%%
4 ((12! (88,398) + (
12! (!%,&1&)) # !&!&,! kg +
&*'%,* kg
$%. Titik E1 " 21
• Berat sloo # %,! × %,&% × ( = (1,8+1,8+1,8))
× !&%% # *&8 kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × ( = (1,8+1,8+1,8)) × 1'%% 4
((= ',%*9) + (= ',%*9)) # !&'1, kg +
&%1,9 kg
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$&. Titik E$ " 2$
• Berat sloo # %,! × %,&% × ( = (1,8+1,8+1,8))
× !&%% # *&8 kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& 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 kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& 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
$*. Titik E% " 2%
• Berat sloo # %,!
× %,&%
×
(
1
2! (3,* + 3,*))×
!&%% # 8*& kg• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! (3,* + 3,*)) × 1'%% # 33%&,8 kg +
1,! kg
30. Titik E& " E' " 2& " 2'
• Berat sloo # %,! × %,&% × (12! (3,* + 3,*)) × !&%% # 8*& kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg +
!!&*,& kg
31. Titik E(
• Berat sloo # %,! × %,&% × (12! (3,*+3,*+1,8)) × !&%% # 1%8% kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai I # %,1 × 3,* × (12! (3,*+3,*)) × 1'%% 4
((12! 88,&9&) + (= ',%*9)) # 3!',%!kg +
'19,&! kg
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3$. Titik E* " 2*
• Berat sloo # %,! × %,&% × (12! (3,*+3,*)) × !&%% # 8*& kg
• Berat kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& 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
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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 kolom lantai I # %,& × %,& × 3,* × !&%% # 138!,& 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
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• 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
•Berat kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg
•Berat dinding lantai II # %,1 × &,* × 12! (3,*+3,*) × 1'%% 4
(((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
•Berat plaon atas #12! (3,*) ×
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 kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& 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
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•Berat ring balok II # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! kg
•Berat plaon atas #12! (3,*) ×
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( " #(
•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
((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
•Berat plaon atas #12! (3,*) ×
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
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• Berat ring balok I # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 kg
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• Berat ring balok II # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 kg
• Berat plaon atas #12! (3,*) × (3,*) × 18 # 11*,*& kg +
88',%& 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 B!"B%"B&"B'"I!"I%"I&"I'" 1!!$!&%& Kg
&. Titik B( " 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'%% 4
((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
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• 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
• 7antai 0a. 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,!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
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*. 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 balok lantai II61# %,3 × %,* × 12! (3,*+3,*+3,*) × !&%% #!33!,8 kg
• Berat kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& kg
• Berat dinding lantai II# %,1 × &,* × 12! (3,*+3,*) × 1'%% 4
(12! 1!8,*&) #&18, 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,*) × 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
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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 balok lantai II61# %,3 × %,* × 12! (3,*+3,*+3,*) × !&%% #!33!,8 kg
• Berat kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& kg
• Berat dinding lantai II# %,1 × &,* × 12! (3,*+3,*+3,*) × 1'%% #*33&,! 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 # ((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 I # %,! × %,3 × 12! (3,*+3,*+3,*) × !&%% # 9'! 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
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• 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 kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& 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
• Berat kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai II# %,1 × 3,* × 12! (1,8+1,8) × 1'%% 4
(31,!*) # 1*!1,1& kg
• Berat ring balok I # %,! × %,3 × 12! (1,8+1,8) × !&%% # 3!& kg
• Berat plaon atas # (12! (1,8 + 1,8)) × 18 # 3!,& kg +&!*,3& kg
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• 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 kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& 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 kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg
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• 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 kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& 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
• Berat plaon atas # ((12! 1,8 +
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
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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
• Berat plaon atas # ((12! 1,8 +
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 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! 1,8 +
12! 3,*) × 3,*) × 18 # 1'&,9* kg +
99!!,* kg
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• 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 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! 1,8 +
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 kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& 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
• Berat plaon atas # ((12! 1,8 +
12! 3,*) × 3,*) × 18 # 1'&,9* kg +
'18!,3 kg
• 7antai 0a. Beban mati 0
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• 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(
• 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! 1,8 +
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 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! 1,8 + 12! 3,*) × 3,*) × 18 # 1'&,9* kg +
9%1,3* kg
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• 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
• Berat kolom lantai II # %,& × %,& × 3,* × !&%% #138!,& kg
• Berat dinding lantai II# %,1 × 3,* × 12! (1,8+1,8) × 1'%% 4
(12! 31,!*) #1*3*,'' kg
• Berat ring balok I # %,! × %,3 × 12! (1,8+1,8) × !&%% # 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 kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& 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
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• 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 kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& 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 kolom lantai II # %,& × %,& × 3,* × !&%% #138!,& 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
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∴ : # 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
$(. Titik E3 "23
• Berat balok lantai II61# %,3 × %,* × (12! (3,* + 1,8)) × !&%% # 11**,& kg
• Berat balok lantai II6!# %,3 × %,3 × (12! (3,* + 1,8)) × !&%% # 83,! kg
• Berat kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg
• Berat dinding lantai II# %,1 × 3,* × (12! (3,* + 1,8)) × 1'%% # !&'8,* kg
• Berat ring balok I # %,! × %,3 × (12! (3,* + 1,8)) × !&%% # &8* kg
• Berat ring balok II # %,! × %,3 × (12! (3,* + 1,8)) × !&%% # &8* kg
• Berat plaon atas # (
1
2! (3,* + 1,8))×
18 # &8,* kg +'%1,! kg
• 7antai 0
a. Beban mati 0
• Plat lantai (t # 1-m) # %,1 × (12! (3,* + 1,8)) × !&%% # 9'! kg
• egel + spesi (& -m) # %,%& × (12! (3,* + 1,8)) × !!%% # !3',* kg
• Plaon baah # (12! (3,* + 1,8)) × 18 # &8,* kg
+ " # 1!8,! kg
b. Beban hidup 0
♦ 7 # (1
2! (3,* + 1,8)) × !% × %,' # %*,! kg∴ : # 1,! " + 1,* 7 # 1,! (1!8,!) + 1,* (%*,!) # !319,8& kg
• Plat lantai 3 (t # 1-m) # %,1 × (12! (3,* + 1,8)) × !&%% # 9'! kg
Berat Tota, -ang i/iku, Titik E3 " 23" 1030'0! Kg
30. Titik E! " E% " 2! " 2%
• Berat balok lantai II63# %,3 × %,& × 12! (3,*+3,*) × !&%% # 1%3*,8
kg
• Berat kolom lantai II # %,& × %,& × &,* × !&%% # 1'**,& kg• Berat plaon atas # (3,* × 3,*) × 18 # !33,!8 kg
+
3%3*,&8 kg
• 7antai 0
a. Beban mati 0
• Plat lantai (t # 1 -m) # %,1 × (3,* × 3,*) × !&%% #&**,* kg
•
•
egel + spesi (& -
Plaon baah
m) # %,%& × (3,* × 3,*) × !!%
# (3,* × 3,*) × 18
%
"
#11&%,&8 kg
# !33,!8 kg +
# *%39,3* kg
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b. Beban hidup 0
♦ 7 # (3,* × 3,*) × !% × %,' # !&3% kg
∴ : # 1,! " + 1,* 7 # 1,! (*%39,3*) + 1,* (!&3%) #1113,!3!kg
Berat Tota, -ang i/iku, Titik E! " E% " 2! " 2% " 1!1'1'1$ Kg
31. Titik E& " 2&
• Berat 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! 1!8,*&) #&18,&' kg
• Berat ring balok I # %,! × %,3 × 12! (3,*+3,*) × !&%% # *&8 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 kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& 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
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• 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 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
• 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$. Titik E* " 2*
• Berat balok lantai II61# %,3 × %,* × (12!3,* +
12!3,* +
12!3,*)
× !&%% #11**,& kg
• Berat balok lantai II63# %,3 × %,& × (12!3,* +
12!3,* +
12!3,*)
× !&%% # ''',* kg
• Berat kolom lantai II # %,& × %,& × &,* × !&%% #1'**,& kg
• Berat dinding lantai II# %,1 × &,* × (12! 3,* +
12! 3,*) × 1'%% #&!!!,8 kg
• Berat ring balok I # %,! × %,3 × (12! 3,* +
12! 3,*) × !&%% # *&8 kg
• Berat ring balok II # %,! × %,3 × (12! 3,* +
12! 3,*) × !&%% # *&8 kg
• Berat plaon atas # (12! (3,* × 3,*) × 18 # 11*,*& kg +
93&,8& kg
• 7antai 0
a. Beban mati 0
• Plat lantai (t # 1 -m) # %,1 ×((
12! 1,8 ×
12! 3,*) +
(12! 3,* ×
12!3,*)) × !&%% #!33!,8 kg
• egel + spesi (& -m) # %,%& × ((12! 1,8 ×
12! 3,*) +
(12! 3,* ×
12!3,*)) × !!%% # '%,!& kg
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• Plaon baah # ((12! 1,8 ×
12! 3,*) + (
12! 3,* ×
12!3,*))
× 18 # 11*,*& kg +
" # 3%19,*8 kg
hidup 0
♦ 7 # ((12! 1,8 × 1
2! 3,*) + (1
2! 3,* × 1
2!3,*)) ×
!% × %,' # 1!1 kg
∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # *',*1* kg
• Plat lantai 3 (t # 1-m) # %,1 × (12! 3,* × 3,*) × !&%% # !33!,8 kg
Berat Tota, -ang i/iku, Titik E* " 2* " 1'$!&$%& Kg
3(. Titik E11 " 211
• Berat balok lantai II61# %,3
× %,*
× (
1
2! 3,* +
1
2! 1,8)×
!&%% # 11**,& kg• Berat kolom lantai II # %,& × %,& × 3,* × !&%% # 138!,& kg
• Berat dinding lantai II# %,1 × &,* × (12! 3,* +
12! 1,8) × 1'%%
4 (8,191 + !,9 + 9,% + 8,83
+12! 9,%) #313!,83 kg
• Berat ring balok I # %,! × %,3 × (12! 3,* +
12! 1,8)
× !&%% # &8* kg
• Berat plaon atas # (1,8+12! (3,* × 3,*)) × 18 # 11*,*& kg +
*!8&,!' kg
• 7antai 0a. Beban mati 0
• Plat lantai (t # 1 -m) # %,1 × ((
12! 1,8 ×
12! 3,*) +
(12! 3,* ×
12!3,*)) × !&%% #!33!,8 kg
• egel + spesi (& -m) # %,%& ×((12! 1,8 ×
12! 3,*) +
(12! 3,* ×
12!3,*)) × !!%% # '%,!& kg
• Plaon baah # ((12! 1,8 ×
12! 3,*) + (
12! 3,* ×
12!3,*))
× 18 # 11*,*& kg +
" # 3%19,*8 kghidup 0
♦ 7 # ((12! 1,8 ×
12! 3,*) + (
12! 3,* ×
12!3,*)) ×
!% × %,' # 1!1 kg
∴ : # 1,! " + 1,* 7 # 1,! (113!,38) + 1,* (&,*!) # *',*1* kg
• Plat lantai 3 (t # 1-m) # %,1 × (12! 3,* × 3,*) × !&%% # !33!,8 kg
Berat Tota, -ang i/iku, Titik E11 " 211 " 1!1(!&(& Kg
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3.3 Pembebanan Ata/
Beban yang diperhitungkan pada pembebanan atap adalah 0
1). Berat @angka uda 4 uda
!). Berat Aording
Berat gording # umlah gording × 7uas tampang kayu × arak antar
kuda6kuda × Bayu
3). Berat atap metal roo
Berat sendiri komponen gedung berupa penutup atap metal roo
dengan reng dan usuk2kaso per m!
bidang atap, menurut PPI61983
adalah # 1% kg2m!
&). Berat Balok ok
Berat Balok ok # 7uas tampang balok nok × arak antar kuda 4 kuda ×
Bayu
1) Rangka Kuda-Kuda I
Gambar 3.3.1
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enis Balok Batang :kuran(m) Panjang (m) B ayu(kg2m!) Berat (kg)
aki kuda 6
kuda (821!)1 %.%8 C %.1! 1.!3 98% 11.'
! %.%8 C %.1! 3.** 98% 3&.&3
3 %.%8 C %.1! 3.** 98% 3&.&3
& %.%8 C %.1! 3.** 98% 3&.&3
%.%8 C %.1! 3.** 98% 3&.&3
* %.%8 C %.1! 3.** 98% 3&.&3
' %.%8 C %.1! 3.** 98% 3&.&3
8 %.%8 C %.1! 1.!3 98% 11.'Balok arik
(!$*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
&
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&*
>> 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
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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!
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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
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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
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>> B e ban Atap Tiap Ti tik B u h u l
Perhitungan Beban # 7uas tap $ Bj 5etal @oo
Bj 5etal @oo # 1% kg 2 m!
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
>> B e rat S e n diri Tiap T itik B u h u l
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
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
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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
44 B e rat B e ban A n g in
H # 3%
δt # (%,!% H 6 %,&) $ &%
# (%,%! $ 3 4 %,& ) $ &%
# 1! kg2m
!
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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
H # ;udut kemiringan atap
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
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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
Perhitungan Beban # 7uas tap $ Bj 5etal @oo
Bj 5etal @oo # 1% kg 2 m!
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
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>> 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,'&& # &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
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
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
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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
44 B e rat B e ban A n g in
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
H # ;udut kemiringan atap
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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
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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 &$0.&%
Tabel 3.3.4
>> B e rat S e n diri Tiap T itik B u h u l
A
Beban #12! 1 +
12! B1
# 12! 11,' + 12! *,& # 3&,%1% kg
B
Beban #12! B3 +
12! "! +
12! 3
#12! *,& +
12! &8, +
12! 9,!' # 8!,13! kg
+
Beban #12! B1 +
12! 1 +
12! B!
#12! *,& +
12! 19,'* +
12! *,& # **,3!* kg
Beban #12! B! +
12! "1 +
12! ! +
12! B3
#12! *,& +
12! 3&,&3 +
12! 39,1 +
12! *,& # 93.&!1 kg
E
Beban #12! 1 +
12! ! +
12! 1 +
12! "1 + E1
#12! 11,' +
12! 3&,&3 +
12! 19,'* +
12! 3&,&3 + 11!,9% # 1*!,99& kg
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2
Beban #12! ! +
12! 3 +
12! ! +
12! "! + E!
#12! 3&,&3 +
12! 3&,&3 +
12! 39,1 +
12! &8, + *,& # 13&,911 kg
G
Beban #12! 3 +
12! 3
#12! 3&,&3 +
12! 9,!' # &*,8! kg
T5TA PEMBEBANAN PAA KUA 6 KUA TIPE18$ 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
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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
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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
*%
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