PERHITUNGAN ATAP : ( ATAP BANGUNAN MULTIPURPOSE)
Kuda - kuda atap : WF Cas 600 x 200 x 8 x 13
Kuda - kuda atap : WF 20 x 12 x 6 x !
P"#$"$a%a% :
P"#$"$a%a% :
Beban pada atap Q = Jarak Kuda - kuda = Jarak Kuda - kuda =
57 kg/m2 2.5 m 2 m
Beban pada atap Q = Jarak Gording = Jarak Kuda - kuda =
57 kg/m2 1.5 m 2.5 m
&"$a% pada Kuda - kuda WF :
&"$a% pada Kuda - kuda WF :
Beban terbagi rata q = Q x L = 57 57 x 25
Beban terbagi rata q = Q x L = 57 57 x 15
q =
q =
1!2.5 kg/m"
#5.5 kg/m"
Beban terpu$at %1 = &57 x 25' x &! ( )25'
Beban terpu$at %1 = &57 x 25' x &! ( )25'
%1 =
%1 =
1*)).125 kg
1*)).125 kg
Beban terpu$at terpu$at %2 = &57 x 2*' x &)25 ( 275' 275' %2 =
+#! kg
Kuda Kuda - kuda kuda atap atap : WF 200 x 100 100 x ' ' x (
Kuda Kuda - kuda kuda atap atap : WF 30 30 x 1( 1( x ( x 11
P"#$"$a%a% :
P"#$"$a%a% :
Beban pada atap Q = Jarak Kuda - kuda =
57 kg/m2 2.5 m
Beban pada atap Q = Jarak Kuda - kuda =
57 kg/m2 ).) m
&"$a% pada Kuda - kuda WF :
&"$a% pada Kuda - kuda WF :
Beban terbagi rata q = Q x L = 57 57 x 25
Beban terbagi rata q = Q x L = 57 57 x ))
q =
q =
1!2.5 kg/m"
1##.1 kg/m"
PERHITUNGAN IKATAN ANGIN ATAP b
=
arc tan ( 5.75 /
6 )
=
43. 76
0
PEMBEBANAN A. Beban Tetap
( N)
= N/cos b
=
117 5.46
/c os
43.76
=
1 628. 09
k
B. Beban !e"entara
( N)
= N/cos b
=
194 4.60
/c os
43.76
=
2 693. 39
k
PERHITUNGAN BATANG TARIK f
#
$/500
=
60 0
/
c os
43. 76
1 628. 09
/
1600 =
& = (4 'A/3. 14)%0 .5
=
1.1 4
2 693. 39
/
2080 =
& = (4 'A/3. 14)%0 .5
=
1.2 8
c"
16
""
/
500 =
1.6621 ,m
A. Beban Beban Tetap Tetap A = N/s =
1 .02
c" %2
c"
B. Beban Beban !e"entara !e"entara A = N/ s =
a&+ &+paka+ bes+ beton f
1 .29
c" %2
KONTROL TERHADAP SYARAT PPBBI (pasal 7.4.2) /$ #= (0.25'/(*'Atep+))%0.5
=
6
$
=
(
=
n'-'$ '&k
Atep + 6 /
" 40
=
,
2' =
b ' ts
1.5 2 ' =
#=
/
3 0.33
125 '
44. 518 #= ( 0.25' 0.13
)
c os '
15
4 4.518 '
9 =
1 125
16 200.3 11 /
0.01
=
....
44.518 " 6
"" %2 =
( 2.1' 10%6'
=
16200 .311 k
11 .25
c" %2
11 .25
)) %0.5
PERHITUNGAN GORDING DATA :
N 125.50.20.23
*NAN ATA
=
15
0
=
AA N
($) =
1.5
"
b
=
50
""
tb =
2.3
""
AA !A
($s) =
2
"
A
=
5.747
c"%2
+ =
4.88
c"
($) =
6
"
:
=
4.51
k/"
+; =
1.89
c"
k/"%2
=
137
c"%4
: =
21.9
c"%3
"
; =
20.6
c"%4
:; =
6.22
c"%3
(a)
AA A B*AT ATA
=
7
$*BA B*NTAN
=
40
AA <*TA$ *TAA
""
ts =
=
1.5
"
=
5.75
"
=
5.75
"
$A> N AA $1
=
2
b?a
$A> N AA $2
=
5
b?a
=
5
b?a
=
6
"
AA <*TA$
(AN)
125
*A
AA ANTA <*TA$
&L1' &L2' &L)'
$A> N AA $3 TN $
(k)
2.3
""
PEMBEBANAN : A. Beban Beban at+ at+ @
Beban Atap
=
@
Berat !en&+r+ or&+n
=
@
Berat Aat en;a"b?n
=
7 0.1'(
'
1.5
10.5
,
4.51 )
"
=
10.5
k/"
=
4.51
k/"
=
1.50
k/"
=
16.51
k/"
=
28
(
B. Beban Beban >+&?p >+&?p @
Beban A+r >?an ()
=
@
Beban Terp?sat ()
=
[email protected]'
=
20
'
a 1.5 '
cos
a
k/"%2
=
28.98
=
100
k/"
=
@3.75
k/"
k
C. Beban Beban An+n An+n An+n &ar+ sa"p+n k+r+ = kanan @
+ p+ak an+n
=
@
+ beakan an+n
=
@ 0.4 ' 25 ' $
=
@15
k/"
=
@ 0.4 ' 25 ' $
=
@15
k/"
An+n &ar+ &epan
(0.02'
[email protected]) ' 25 ' $
PERHITUNGAN MOMEN A. Ak+bat
Beban at+
" = 1/8 ' " ' cos a ' $%2
=
71.77
k "
"; = 1/8 ' " ' s+n a ' $s%2
=
2.14
k "
B. Ak+bat Ak+bat Beban >+&?p >+&?p @
Beba Beban n A+r A+r >?a >?an n = 1/8 ' ' cos a ' $%2
=
; = 1/8 ' ' s+n a ' $s%2 = @
125.95 k " 3.75
k "
Beba Beban n eke eker ra a p = 1/4 ' ' cos a ' $
=
p; = 1/4 ' ' s+n a ' $s
=
144.88 k " 12.95
k "
C. Ak+bat Ak+bat Beban An+n An+n @
+ +ak An+n
a = 1/8 ' a ' $%2
=
@16.88 k "
@
+ Beakan An+n
a = 1/8 ' a ' $%2
=
@67.5
k "
@
An+n &ar+ &epan
a = 1/8 ' a ' $%2
=
@67.5
k "
..harus<=20 kg/m^
Ko!"#as" P$!$!a#a# : A. e"bebanan Tetap (Beban at+ , >+&?p) =
71.77
,
; =
2.14
,
144.88 = 12.95
216.65 k "
=
15.088 k "
B. e"bebanan !e"entara (Beban Tetap , An+n !a"p+n) =
71.77
,
0
=
71.77
k "
; =
2.14
,
0
=
2.14
k "
c. e"bebanan !e"entara (Beban Tetap , An+n epan) =
71.77
,
@67.5
=
4.27
k "
; =
2.14
,
0
=
2.14
k "
Ko#%&ol T$'a#'a# : 1231.81 k/c"%2 s"a = /: , ;/ :; = Ko#%&ol L$#%a# : * Ak+bat Beban Terp?sat tera&ap !?"b? E
*
... >ar?s D= 1600 k/c"%2
F = 3.3 c" F; = ;'$s%3/(48'*';) = 0.0998 c" .... D 3.3 c" Ak+bat Beban at+ , >+&?p F = 1/180 ' $ = 3.33 c" @ Beban at+ , A+r >?an F = 5''$%4/(384'*') = 2.67 c" .... D 3.33 c" F; = 5';'$s%4/(384'*';) = 0.56 c" .... D 3.33 c" @ Beban at+ , ekera F = 5''$%4/(384'*') , '$%3/(48'*') 2.45 = F; = 5';'$s%4/(384'*';) , ;'$s%3/(48'*';) 0.12 =
c" .... D c" .... D
3.33 3.33
PERHITUNGAN GAYA NORMAL TEKAN PADA GORDING H!#'a# Go&"#' $#'a# Ra+%$& +rencanakan raFter
CA!T*$$A 375.125
=
375
""
tb =
6
""
b
=
125
""
ts =
9
""
k?&a@k?&a = Asa;ap ' s = (b'ts)'1600 = G = 0.01'k?&a@k?&a =
180
18000
k
k
H!#'a# Go&"#' $#'a# I,a%a# A#'"# H =
G,0.005'n'&k'&-'-
=
180
,
=
182.73
0.005'2'
.... 6 '
=
1.5
16.51 '
/
1.5 ,
20
' cos
30.33
k
P$#'a&- A#'"# Paa Go&"#' 1G
=
2G
=
3G
=
4G
=
= = =
0
k
0.5'0.5'$2/2'(2'k,$2/2'tan a)'0.9'25 206.53
k
0.5'0.5'($2,$3)/2'(2'k,$2/2'tan a,($2,$3/2)'tan a)'0.9'25 487.83
k
0.5'0.5'$3/2'(2'k,($2,$3/2)'tan a+($2,$3)tana)'0.9'25 281.31
k
Ko!"#as" P$!$!a#a# @
Ak+bat Beban Tetap 1 = 2 = 3 = 4 =
G 1.5 ' 3
G ,
=
180.00
k
H =
452.73
k
'
G ,
H =
722.73
k
1.5 '
G ,
H =
452.73
k
,
15
=
30.33
k/"%2
A
=
1808.19
a;a batan "a+"?" (N) @
=
k
A@1@2 =
1175.46
k
1944.60
k
Ak+bat Beban !e"entara 1 =
1
,
1G
=
180.00
k
2 =
2
,
2G
=
659.26
k
3 =
3
,
3G
=
1210.56
k
4 =
4
,
4G
=
734.04
k
=
2783.85
A
a;a batan "a+"?" (N)
=
,
A@1@2 =
PERSAMAAN INTERAKSI /tb = 54.35 D 75 .. ena"pan $/ = 16.00 D 1.25 ' b/ts = 27.17 ber?ba bent?k AG = Asa;ap , 1/6 Aba&an = 1.62 c"%2 = 2.52 c" l+; tep+ = (;/(2'AG)%(1/2) l; = $k;/ l+;tep+ = 79.33 ... I; = 1.6046 sk+p = s/I; = 997.13 k/c"%2
q = 5's/(sk+p'(8@3'1/2)) = = 600 / 4.88 = l = $k/+ = 200 / 1.89 = l; = $k;/+; -
1.00
.... ar?s #=1.
a&+ q =
.... s* =
1371.2 k/c"%2
105.82 .... s*; =
1851.3 k/c"%2
122.95
1 I"a =
2.9177
nt?k Beban Tetap n = A' s*/N
=
5.747
'
1371.2 /
1175.46
=
6.70
n; = A' s*;/N
=
5.747
'
1851.3 /
1175.46
=
9.05
I"a'N/A,q'n/(n@1)' b'/:,b;'n;/(n;@1)';/:; =
861.22
k/c"%2
.... ar?s D= 1600 k/c"%2
N/A,q'/:,;/:; = @
904.12
k/c"%2
.... ar?s D= 1600 k/c"%2
nt?k Beban !e"entara n = A' s*/N
=
5.747
'
1371.2 /
1944.60
=
4.05
n; = A' s*;/N
=
5.747
'
1851.3 /
1944.60
=
5.47
I"a'N/A,q'n/(n@1)' b'/:,b;'n;/(n;@1)';/:; =
966.09
k/c"%2
.... ar?s D= 2080 k/c"%2
N/A,q'/:,;/:; = a&+ proF+ or&+n CN
1231.81
k/c"%2
125.50.20.23
.... ar?s D= 2080 k/c"%2 A"an &+?nakan
PERHITUNGAN SAGROD PEMBEBANAN A
Beban at+
B
Beban >+&?p
=
1
= " ' s+n a ' $s 29.0 ' s+n a
@
Beban A+r >?an
=
2
=
-
Beban Terp?sat
=
3
= ' s+n a
a&a sat? s+s+ a&a =
17
'
=
17
'
(
17
8.55 8.55
16.51
' s+n
' $s = 29.0 '
s+n
100 s+n or&+n &an &+anap a&a 3 pekera
,
,
=
15.01
3
) =
25.89
=
=
400.44
k
223.03
k
15
'
2 =
8
15
'
2 =
1
=
2
15
"a
=
554.84
k
PERHITUNGAN BATANG TARIK .... f # 150 Ateras = K/s = 554.84
f
&
#
=
$/500
(4'A/3.14)%0.5
=
/
500 =
0.30
c"
/ 1600 =
0.35
c"%2
0.66
c" .... &+paka+ bes+ beton poos f
8
""
PEMERIKSAAN GORDING PADA PUNAK RA/TER AKIBAT SAGROD B$!a# ; =
' tan a
saro& =
=
554.84
148.73
'
2
' tan =
15
297.46
=
148.73
k
k "
Ko!"#as" B$!a# A. Beban Tetap = ; =
21664.58
, 29746.319 =
51410.90 k c"
15.087521 k c"
Nt = B. Beban !e"entara = ; = Nt =
Ko#%&ol T$'a#'a# A. Tera&ap Beban Tetap n = A's*/N
=
J*KL
'
0
/
0.00
=
J*KL
n; = A's*;/N
=
J*KL
'
0
/
0.00
=
J*KL
I"a'N/A,q'n/(n@1)'b'/:,b;'n;/(n;@1)';/:; =
J
k/c"%2
.... a 1600 k
N/A,q'/:,;/:; =
J
k/c"%2
.... ar?s D= 1600 k/c"%2
B. Tera&ap Beban !e"entara n = A's*/N
=
5.747
'
1371.2 /
0.00
=
JJJ
n; = A's*;/N
=
5.747
'
1851.3 /
0.00
=
JJJ
I"a'N/A,q'n/(n@1)'b'/:,b;'n;/(n;@1)';/:; =
J
k/c"%2
.... a 1600 k
N/A,q'/:,;/:; =
J
k/c"%2
.... ar?s D= 1600 k/c"%2
.55
k
.01
k
.89
k
r?s D=
c"%2
r?s D=
c"%2
PERHITUNGAN &AUT
TRUSS10 N)#)* &ata%
1+ 17 1# 10 2*
Ga+a N)*#a, N' k 4 ( ( ( -
5 2*2 27* )+ )+
P*)., T"*paka.
/u#,a $aut
$aut 5#
7**.55 7**.55 7**.55 7**.55 7**.55
).** ).** ).** ).** ).**
*.!* *.!* *.!* *.!* *.!*
s iin baut = !*** kg/,m2 % ge$er baut = *.+ x x s x n = Lua$ baut n = um3a4 baut
P "s"* $aut k 0*!.) 0*!.) 0*!.) 0*!.) 0*!.)
N P "s $aut
ok ok ok ok ok
DESAIN KEKUATAN SAMBUNGAN
Mutu Baja : Fe 360 Mutu Baut : Fe 360
Koe
!ro"i# Sa$%un&an
'eser
Mo$en (entur
B-(.K
)k&+
)k&*$+
Baut f %aut
=
2400 k&8*$2
Tijin =
1 600 k&8*$2
Ttarik =
1120 k&8*$2
Tshear=
960 k&8*$2
Ty
jarak %aut)*$+
ju$#ah
1
2
3
4
/
6
9
10
11
Tota#
Te&, &eser
Te&,tarik
2
T shear
T tarik
Te&,iii#
!.RT-( : B223
5F 3461469
920
12/0000
16
12
//,2
43,9
32,6
20,6
10,3
0,0
0,0
0,0
0,0
0,0
0,0
13134,92
403,06/
334,34
399
B110
5F 2/012/69
40
40000
16
6
36,0
1,0
0,0
0,0
0,0
0,0
0,0
0,0
0,0
0,0
0,0
310,00
403,9/
394,32
3/
B1/
5F 39619911
13620
21/2100
16
12
6/,2
/1,4
3,6
26,6
12,
0,0
0,0
0,0
0,0
0,0
0,0
13/6,32
/64,9
/433,96
//21
B222
5F 29149/7/
30
34100
16
10
4/,6
36,
2,
1/,
0,0
0,0
0,0
0,0
0,0
0,0
0,0
9,46
434,41/
303,/
3131
B333
5F /2300121 3339
/29100
16
1 102,2
90,
9,2
6,
/6,2
44,0
33,0
22,0
0,0
0,0
0,0
239,40
923,290
/310,4
//46
B10
5F 44619912
1/11
2302100
16
16
/,1
64,3
/3,/
42,
30,6
20,4
10,2
0,0
0,0
0,0
0,0
3133,20
4,623
360,9
39/2
B200
5F /002001016 1/1
36100
16
1
6,0
6,/
6,0
/,/
4,0
36,0
24,0
12,0
0,0
0,0
0,0
/02,00
4/,/2
461,39
44
B14
5F 600200111 224/
4232200
16
20 106,0
94,0
2,0
0,0
/,0
46,0
34,/
23,0
11,/
0,0
0,0
0//,00
/6,39
40/,6
4203
PERHITUNGAN SAMBUNGAN SAMBUNGAN RA/TER DAN KOLOM
=
@797646
k c"
=
N
=
<
=
'cosa , N's+na =
@2059.723 k
>
=
's+na , N'cosa =
@1352.746 k
@1893.05 k @893.05
k
+paka+ &+a"eter ba?t f
18
"" .... A
?"a ba?t ;an &+?nakan (n)
=
12
arak antar ba?t
D=
&
2.5 & 2.5 45
arak antar ba?t 1%2 =
100
c"%2
2%2 =
400
c"%2
3%2 =
900
c"%2
4%2 =
1600
c"%2
=
D= s '
18 ""
100 ""
=
2.5434 c"%2
b?a
D= s D= 7 ' D= s D=
126
18 ""
KT
PERHITUNGAN SAMBUNGAN SAMBUNGAN RA/TER DAN KOLOM
=
@797646
k c"
=
N
=
<
=
'cosa , N's+na =
@2059.723 k
>
=
's+na , N'cosa =
@1352.746 k
@1893.05 k @893.05
k
+paka+ &+a"eter ba?t f
18
"" .... A
?"a ba?t ;an &+?nakan (n)
=
12
arak antar ba?t
D=
&
2.5 & 2.5
D= s '
45 arak antar ba?t 1%2 =
100
c"%2
2%2 =
400
c"%2
3%2 =
900
c"%2
4%2 =
1600
c"%2
5%2 =
2500
c"%2
S%2 =
5500
c"%2
T"a =
=
18 ""
=
2.5434 c"%2
b?a
D= s D= 7 ' D= s D=
18
126
""
100 ""
,
'5/(2'S%2)
=
@3625.66 k
= @1425.52 k/c"%2 s"a = T"a/A t = /(n'A) = @62.02 k/c"%2 = (s"a%2,3't%2)%0.5 = 1429.56 k/c"%2 s+
.... D= 1600 k/c"%2...
SAMBUNGAN PUNAK RA/TER
=
@797646
k c"
=
N
=
<
=
'cosa , N's+na =
@2059.723 k
>
=
's+na , N'cosa =
@1352.746 k
@1893.05 k @893.05
k
+paka+ &+a"eter ba?t f
18
"" .... A
?"a ba?t ;an &+?nakan (n)
=
12
arak antar ba?t
D=
&
2.5 & 2.5 45
arak antar ba?t 1%2 =
100
c"%2
2%2 =
400
c"%2
3%2 =
900
c"%2
4%2 =
1600
c"%2
5%2 =
2500
c"%2
S%2 =
5500
c"%2
T"a =
=
'5/(2'S%2)
D= s '
18 ""
=
2.5434 c"%2
b?a
D= s D= 7 ' D= s D=
18
126
""
100 ""
, =
@3625.66 k
= @1425.52 k/c"%2 s"a = T"a/A = /(n'A) = @62.02 k/c"%2 t = (s"a%2,3't%2)%0.5 = 1429.56 k/c"%2 s+
.... D= 1600 k/c"%2...
SAMBUNGAN KOLOM DAN RANE
=
@797646
k c"
=
N
=
<
=
'cosa , N's+na =
@2059.723 k
>
=
's+na , N'cosa =
@1352.746 k
@1893.05 k @893.05
k
+paka+ &+a"eter ba?t f
18
"" .... A
?"a ba?t ;an &+?nakan (n)
=
12
arak antar ba?t
D=
&
2.5 & 2.5
D= s '
45 arak antar ba?t 1%2 =
100
c"%2
2%2 =
400
c"%2
3%2 =
900
c"%2
4%2 =
1600
c"%2
5%2 =
2500
c"%2
S%2 =
5500
c"%2
T"a =
=
18 ""
=
2.5434 c"%2
b?a
D= s D= 7 ' D= s D=
18
126
""
100 ""
,
'5/(2'S%2)
=
@3625.66 k
= @1425.52 k/c"%2 s"a = T"a/A = /(n'A) = @62.02 k/c"%2 t s+ = (s"a%2,3't%2)%0.5 = 1429.56 k/c"%2
.... D= 1600 k/c"%2...
SAMBUNGAN ANTAR RA/TER
=
@797646
k c"
=
N
=
<
=
'cosa , N's+na =
@2059.723 k
>
=
's+na , N'cosa =
@1352.746 k
@1893.05 k @893.05
k
+paka+ &+a"eter ba?t f
18
"" .... A
?"a ba?t ;an &+?nakan (n)
=
12
arak antar ba?t
D=
&
2.5 & 2.5 45
arak antar ba?t 1%2 =
100
c"%2
2%2 =
400
c"%2
3%2 =
900
c"%2
4%2 =
1600
c"%2
5%2 =
2500
c"%2
S%2 =
5500
c"%2
T"a =
=
'5/(2'S%2)
s"a = T"a/A = /(n'A) t
D= s '
18 ""
=
2.5434 c"%2
b?a
D= s D= 7 ' D= s D=
126
100 ""
, =
@3625.66 k
=
@1425.52 k/c"%2
=
@62.02
k/c"%2
18 ""
s+
=
(s"a%2,3't%2)%0.5
=
1429.56
k/c"%2
.... D= 1600 k/c"%2...
PERHITUNGAN SAMBUNGAN SAMBUNGAN RA/TER DAN KOLOM =
68829
( 01 $#'a# !11 )
k c"
=
602
k
N
=
151
k
<
=
'cosa , N's+n a =
614
k
>
=
's+na , N'cos a =
210
k
+paka+ &+a"eter ba?t f
16
"" ....
?"a ba?t ;an &+?nakan (n) arak antar ba?t
=
2.5 &
D= s
2.5
'
16
40 arak antar ba?t
=
1%2 =
81
c"%2
2%2 =
324
c"%2
3%2 =
729
c"%2
4%2 =
1296
c"%2
S%2 T"a s"a t s+
2430
c"%2
=
90
10
=
D= 7 & D=
s
D= 7 '
D=
s
D=
, 637.31
k
=
T"a/A
=
317.13
k/c"%2
=
/(n'A)
=
29.96
k/c"%2
=
(s"a%2,3' t%2)%0.5
=
=
RA/TER
321.35
k 16
"" ....
?"a ba?t ;an &+?nakan (n) arak antar ba?t
=
2.5 &
D= s
2.5
'
40 arak antar ba?t
=
;
2
c"
c"
c"2
70
c"2
0
0
0
2
7
0
49
0
3
0
7
0
49
4
7
7
49
49
3 =
""
;2
0
4(98,98)
16 ""
1
=
.... D= 1600
& B 11 '
+paka+ &+a"eter ba?t f
x2+24
k/c"%2
k c"
602
no
""
""
=
68800
16
112
'5/(2' S%2)
=
2.0096 c"%2
b?a
=
SAMBUNGAN BADAN
""
A
3 784 c"2
=
x 6 max S&x2(62'
= +##** x 7 7#!
=
+1! kg
;1
=
x x max S&x2(62'
= +##** x 7 7#!
=
+1! kg
A 9
=
2.0096 c"%2
b?a
D= 7 & D=
s
D= 7 '
D=
s
D=
112
16 ""
;2
=
=
+*2
n baut
=
++.0 kg
=
+#1 kg
0
;
=
K61 ( K62
=
& Kx2 ( K62'8*.5
= +1! ( ++.0 =
& +1!82 ( +#182 '8*.5
n = 0.25 3.14 & 2 0.6 1600 = 2573 k
n$ = t x d x 1! x 1+** = 2)20 kg & menentukan '
=
017
k
D
2329 k
k/c"%2...
PERHITUNGAN 7A&UNGAN &AUT PIN /9INT 4
siin= N)
5*** T+p" &a,)k
kg/,m2 P*).,
&9B' Ga+a "s"* k 4
.a &aut 5#4
/u#,a
;uas 5#24
k<5#24
.=.% 0>6? .=.% k<5#24
KET
1
:B1
;< 25*.125
!)5*
1.0
2
5.+7
7+7.51
)***
ok
2
:B2
;< )**.15*
55++
2.2
)
11.!*
!##.)2
)***
ok
)
:B)
;< !5*.2**
71+!
2.2
!
15.2*
!71.)0
)***
ok
!
:B!
;< )5*.175
)+7*
2.2
)
11.!*
)21.0#
)***
ok
5
:B5
;< !**.2**
!27!
2.2
)
11.!*
)7!.07
)***
ok
PERHITUNGAN RAFTER .paka. p*)., :
;< !**.2**.#.1) = x = ix =
#!.1 ,m2 110* ,m) 1+.# ,m
Ga+a a,a# 9utput 7AP@!0 4 = > =
155*+** kg,m +!+0 kg
T"a%a% Rat"* B>N
1#.5 m 11*.110*!# 8-----------? 183>018(!
@
=
kg/,m2
2.)! A
1600 k<5#2
)k 4
1600 k<5#2
)k 4
PERHITUNGAN K9;9 &A/A .paka. p*)., :
;< !**.2**.#.1) = x = ix =
#!.1 ,m2 110* ,m) 1+.# ,m
Ga+a a,a# 9utput 7AP@!0 4 =
17*)2** kg,m
> =
51*2 kg
T"a%a% Rat"* B>N
+ m )5.71!2#57 8-----------? 1!8>!!62
@
= kg/,m2
1.11 A
PERHITUNGAN ANGKER PER;ETAKAN K9;9 diren,anakan p3at baa
5** x )** x 1* N
#ax
= =
N
= =
N
#.%
> =
51*2 kg
T"a%a% Rat"* B>N
+ m )5.71!2#57 8-----------? 1!8>!!62
@
=
1.11
kg/,m2
A
1600 k<5#2
)k 4
PERHITUNGAN ANGKER PER;ETAKAN K9;9 diren,anakan p3at baa
5** x )** x 1* N
#ax
= =
N
= =
N
#.%
9egangan minimum 4aru$ dipiku3 angker x / !5 - x
=
1)2 / 1)0
x C
= = =
2!.) ,m 2!.) x )* x 1)2 x *.5 !#1!! kg
<
ipakai
# f 22
=
C/s !#1!!/1+**
=
)* ,m2
& < = )*.! ,m2 '
PERHITUNGAN P9NA7I iren,anakan dengan 2 ma,am ponda$i 6aitu 1. %onda$i
Kondi$i tana4 dianggap ,ukup baik .*"%5a%aka% : 1. :trau$$ f )* ,m L = - 1).5 m % a33o@ = 1* 1. %onda$i
ton kg/m2
Beban 6ang bekera diterima o3e4 ponda$i dangka3 $ampai tegangan 25**kg/m2 $i$an6a diterima $trau$$
x C
<
ipakai
= = = =
# f 22
2!.) ,m 2!.) x )* x 1)2 x *.5 !#1!! kg
C/s !#1!!/1+**
=
)* ,m2
& < = )*.! ,m2 '
PERHITUNGAN P9NA7I iren,anakan dengan 2 ma,am ponda$i 6aitu 1. %onda$i
Kondi$i tana4 dianggap ,ukup baik .*"%5a%aka% : 1. :trau$$ f )* ,m L = - 1).5 m % a33o@ = 1* 1. %onda$i
ton kg/m2
Beban 6ang bekera diterima o3e4 ponda$i dangka3 $ampai tegangan 25**kg/m2 $i$an6a diterima $trau$$
PERHITUNGAN
KOLOM
5/ 26 126 8 3 - 9
26.
0
%! 9
.8
0
! 9
12.6
0
%s 9
.3
0
A 9
7.88
02
"; 9
2.73
0
I< 9
46.
04
=< 9
24.
0
I; 9
234.
04
=; 9
47.
0
"< 9
1.4
L 9
3
0
18
,'>02
KIP : ***** ->%! ? 76 L>-
0
**********************
@ 1.26 !>%s
***************
->%!
9
41.87
L>-
9
8.
1.26 !>%s 9 P$#apa#' !$&!a- !$#%, ********* A
9 A sa;ap C 1>8 A !aa#
A
9
"A
9
(1>2 I;)>A
9
L,;>"A
;a
9
********@
L,; 9
1.67
02
.231
0
6
9
0
161.32 ,"p 9
>
9
114.
1.6 ,'>02
17.8
PERHITUNGAN
KOLOM
5/ 26 126 8 3 - 9
26.
0
%! 9
.8
0
! 9
12.6
0
%s 9
.3
0
A 9
7.88
02
"; 9
2.73
0
I< 9
46.
04
=< 9
24.
0
I; 9
234.
04
=; 9
47.
0
"< 9
1.4
L 9
3
0
18
,'>02
KIP : ***** ->%! ? 76 L>-
0
**********************
@ 1.26 !>%s
***************
->%!
9
41.87
L>-
9
8.
1.26 !>%s 9 P$#apa#' !$&!a- !$#%, ********* A
9 A sa;ap C 1>8 A !aa#
A
9
"A
9
(1>2 I;)>A
9
L,;>"A
;a 1.67
02
.231
0
9
********@
L,; 9
6
9
0
161.32 ,"p 9
>
9
114.
1.6 ,'>02
<1 9
,'
<2 9
414
,'
9 < <
9
.4 L,< > "<
9
**@ *************@
9
4.
********
1. L,< 9
6
x 9
1.7
E ;
9
;
9
#<
9
#<
9
17.8
223
0 ,'>02
L,; > ";
#< > (#< * 1)
173.2 (A .
E
; 9
1.46
E;
46
,'>02
)> N **************@
N
87
,'
)> N *************@
N
87
,'
********
37.1 9
1.1 .8
#;
9
#;
9
#; > (#; * 1)
(A .
E; 1.43
9
1.67 M<
9
414
113.6 ,'>02
,'
5/ 6 176 7 11 - 9
6.
0
%! 9
.7
0
! 9
17.6
0
%s 9
1.1
0
A 9
8.14
02
"; 9
.36
0
I< 9
18.
04
=< 9
776.
0
I; 9
34.
04
=; 9
112.
0
"< 9
14.7
L 9
8
0
18
,'>02
KIP : ***** ->%! ? 76 L>-
0
**********************
@ 1.26 !>%s
***************
->%!
9
6.
L>-
9
17.14
1.26 !>%s 9 P$#apa#' !$&!a- !$#%, ****** A
9 A sa;ap C 1>8 A !aa#
A
9
"A
9
(1>2 I;)>A
9
L,;>"A
;a 2.77
02
4.817
0
9
********@
L,; 9
8
9
0
123.34 ,"p 9
13.3
>
9
43.6
.28 ,'>02
<1 9
83
,'
<2 9
*11676
,'
9
1.63
!"l
1.63
/a,%o& %$,, : ************** G!
9
Ga
9
L!
9
Ga
9
6.
,
9
1.7
<
9
<
9
1
($p"%)
(I0>L0) > (I!>L!)
L,< > "<
9
0
********@ 4.2
L,< 9
*** *****@
;
9
x 9
1.16
; 9
4.48
9
#<
9
#<
9
0
L,; > "; *****@
;
8
#< > (#< * 1)
161.3 (A .
E
***
E
12
,'>02
E;
37
,'>02
)> N ***@
N
9
8
,'
)> N ***@
N
9
8
,'
22.36 9
1.6 .6
#;
9
#;
9
#; > (#; * 1)
(A .
E; 14.78
9
1.7 M<
9
11676
,'
M;
9
,'
2233.4 ,'>02
= 1600 kg/cm2
oDDi,e area C9;UN
&2 - 17T
2N - TH
6TH - !TH
10TH - 13TH
1TH - 1(TH
18TH - 21TH
E1 E2 E) E! E5
12** F 12**
11** F 11**
1*** F 1***
0** F 0**
#** F #**
7** F 7**
+** F +**
1*** F 1***
0** F 0**
#5* F #5*
#** F #**
75* F 75*
7** F 7**
+** F +**
#** F #**
7** F 7**
+** F +**
-
-
-
-
7** x 7**
-
-
-
-
-
-
-
-
-
-
-
-
7** F 7**
+** F +**
-
-
-
-
-
C9;UN
&2 - 17T
2N - TH
6TH - !TH
10TH - 13TH
1TH - 1(TH
18TH - 20TH
21TH - 22TH
E7 E# E0 E1* E11
1*** F 1***
0** F 0**
#5* F #5*
#** F #**
75* F 75*
7** F 7**
+** F +**
12** F 12**
11** F 11**
1*** F 1***
0** F 0**
#** F #**
7** F 7**
+** F +**
1*** F 1***
0** F 0**
#5* F #5*
#** F #**
75* F 75*
7** F 7**
+** F +**
0** x 0**
#5* x #5*
#** x #**
75* x 75*
7** x 7**
+5* x +5*
+** F +**
7** F 7**
-
-
-
-
-
-
E12
)5* F +**
-
-
-
-
-
-
C9;UN
&2 - 17T
2N - TH
TH -(TH
8TH - 10TH
11TH - 13TH
1TH - 16TH
E1) E1! E1! E15 E1+
1*** F 1***
0** F 0**
#5* F #5*
#** F #**
7** x 7**
+** x +**
)** F 12**
)** F 11**
)** F 1***
)** F 05*
)** F 0**
)** F #5*
)** F #**
)** F #**
)** F 75*
)** F 7**
)** F +5*
)** F +**
0** x 0**
#5* x #5*
#** x #**
75* F 75*
7** F 7**
+** F +**
!** F 12**
!** F 11**
!** F 1***
!** F 05*
!** F 0**
!** F #5*
E1+ E1+B E17 E1#
!** F #**
!** F #**
!** F 75*
!** F 7**
!** F +5*
!** F +**
&!**F#**'(&!**F12**'
!** F 11**
!** F 1***
!** F 05*
!** F 0**
!** F #5*
2** F 12**
2** F 11**
-
-
-
-
7** F7**
+** F +**
-
-
-
-
7** F7**
-
-
-
-
-
E+
2&)** F 12**'
22TH - 28TH
apartment area
4ote3 area
E10
$@immingdrie@a6g6mna$ium area C9;UN
&2 - 17T
2N - TH
E2*
#** F #**
+** x +**
E21
7** x 7**
-
E21
7** x 7**
-
PERHITUNGAN K9;9 &A/A 7C %roDi3 x C Lk
=
;< )**15*.+5.0
= = = =
!#1 !+.7# ).20 !**
omen = % =
,m) ,m2 ,m ,m
!05 kgm 1*2!5 kg
/x (
.%/
& e3emen !#' & e3emen !#'
PERHITUNGAN K9;9 &A/A 7C %roDi3 x C Lk
=
;< )**15*.+5.0
= = = =
!#1 !+.7# ).20 !**
omen = % =
s l s
= = =
,m) ,m2 ,m ,m
!05 kgm 1*2!5 kg
& e3emen !#' & e3emen !#'
/x ( w.%/ Lk/C
= 71#.##
121.5#*5 A
?????
w =
1+** kg/,m2
2.#12+ 9K4
TA&E; PERHITUNGAN TEGANGAN K9;9 &A/A "%-)u as C''E
E,"#"%t
1
P*).,
;< )5*.175.7.11
A 5#2
.x 5#
Bx 5#3
;k 5#
+).1!
1!.7
775
+5*
Ex
!!
1.17#
1*7*+
k5#
N k
1)21**
)+1*
%x
%x-1
%x<%x-1
x k<5#2
1#7
1#+
1.**5
*.+
17*
k<5#2 +7
k<5#2 22#
k<5#2 1+**
CA;CU;ATI9N 9F 7TEE; C9;UN "%"*at)* )us"
E,"#"%t
E1& ) ' E2 & 11 '
P*).,
;< )5*.175.7.11 ;< 2**.1**.5.5.#
A 5#2
.x 5#
Bx 5#3
;k 5#
+).1! 27.1+
1!.7 #.2!
775 1#!
)5* )5*
Ex
2! !2
1.*2! 1.1+1
)50#) 1175*
k5# !152** 20#2**
N k 1#!1+ 2**
%x
%x-1
%x<%x-1
x k<5#2
12) 150+
122 1505
1.**# 1.**1
*.+ *.+
+2) 0#2
TEGANGAN &A;9K &A/A 9egangan iin
=
1.)*1+**= 2*#* kg/,m2
Lt. 2 N) E,"#"%t
P*).,
x 5#3
2H) !H5 +H7 #H0 1*H11 12H1) 1!H15 1+H17 1# 10H2*
;<.)**.15*.+.5.0 ;<.)**.15*.+.5.0 ;<.)**.15*.+.5.0 ;<.)**.15*.+.5.0 ;<.!**.15*.+.5.0 ;<.!**.15*.+.5.0 ;<.!**.15*.+.5.0 ;<.!**.15*.+.5.0 ;<.)**.15*.+.5.0 ;< !** 15* + 5 0
!#1 !#1 !#1 !#1 +25 +25 +25 +25 !#1 +25
)#"% k5# +52#** 7**7** 7)5*** 7)#)** 075*** 7220** #1)1** #5++** !)+7** #)2+**
& beban $ementara '
T"a%a% k<5#2 1)57 1!57 152# 15)5 15+* 1157 1)*1 1)71 0*# 1))2
K"t
IK IK IK IK IK IK IK IK IK IK
k<5#2 200 0
k<5#2 #27 1+2#
k<5#2 1+** 1+**
TEGANGAN &A;9K &A/A 9egangan iin Lt. 2 N) E,"#"%t
P*).,
=
1.)*1+**= 2*#* kg/,m2
x 5#3
)#"% k5#
2H) ;<.)**.15*.+.5.0 !#1 +52#** !H5 ;<.)**.15*.+.5.0 !#1 7**7** +H7 ;<.)**.15*.+.5.0 !#1 7)5*** #H0 ;<.)**.15*.+.5.0 !#1 7)#)** 1*H11 ;<.!**.15*.+.5.0 +25 075*** 12H1) ;<.!**.15*.+.5.0 +25 7220** 1!H15 ;<.!**.15*.+.5.0 +25 #1)1** 1+H17 ;<.!**.15*.+.5.0 +25 #5++** 1# ;<.)**.15*.+.5.0 !#1 !)+7** 10H2* ;<.!**.15*.+.5.0 +25 #)2+** 21H22 ;<.!**.15*.+.5.0 +25 #0#7** 2)2!25 ;<.!5*.2**.0.1! 1!0* 17)25** 2+272# ;<.!5*.2**.0.1! 1!0* 1)+0!** 20 ;<.!**.2**.#.1) 110* 152)+** )*)1)2 ;<.!5*.2**.0.1! 1!0* 1+11*** )) ;<.)**.15*.+.5.0 !#1 1#*2** )! ;<.!**.2**.#.1) 110* 12!7*** )5 ;<.!**.2**.#.1) 110* 17)7+** )7 ;<.)**.15*.+.5.0 +25 7!00** )# ;<.!**.2**.#.1) 110* 0705** !* ;<.)**.15*.+.5.0 !#1 5152** !1 ;<.!5*.2**.0.1! 1!0* 21)#+** !2 ;<.!**.2**.#.1) 110* 17+##** !! ;<.)**.15*.+.5.0 !#1 5152** !5 ;<.!5*.2**.0.1! 1!0* 22*+!** !+ ;<.!**.2**.#.1) 110* 1#)2!** !# ;<.)**.15*.+.5.0 !#1 525)** !0 ;<.!**.15*.+.5.0 +25 70)1** 5* ;<.!5*.2**.0.1! 1!0* 22!*)** 51 ;<.!**.2**.#.1) 110* 10)+*** 52 ;<.!**.2**.#.1) 110* 11+))** 5) ;<.!**.2**.#.1) 110* 115+1** 55 ;<.)**.15*.+.5.0 !#1 525)** 5+ ;<.!**.15*.+.5.0 +25 #!!0** 57 ;<.!**.2**.#.1) 110* 1227#** 5# ;<.!**.15*.+.5.0 +25 1*112** 50 ;<.!**.15*.+.5.0 +25 7***** +* ;<.)**.15*.+.5.0 !#1 +!+#** +1 ;<.!**.2**.#.1) 110* 2)!##** note ntuk tumpuan rigid oint 4oun, be3um diper4itungkan.
& beban $ementara '
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N)#"* &ata% : P*)., : ; :
=
*.7* 1.** ).75 1*.#* )7.+*
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
D
1
D
1.110
103>6 k<5#2
3 T (10(10 10 5#
ata P*)., : 4= 7.5 b= 15.* = 15.75 Cx = ++.** C6 = 2#2.** ix =
= = = =
,m ,m ,m2 ,m! ,m!
1.#1 ,m
L / i6
=
D N)#"* &ata% : P*)., : ; :
tb = t$ = i6 = x = 6 =
1!* ,m 1+)1 kg & tarik ' !7 kgm *.* -------------? dari tabe3 %%BBC ---?
D
Lkx > l
TRU77 ATAP TR1
tb = t$ = i6 = x = 6 =
*.7* 1.** ).75 1*.#* )7.+*
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
1!* ,m 1*)1) kg & tekan ' 2! kgm )7.) -------------? dari tabe3 %%BBC ---? (32>(1 k<5#2
2! T (10(10 10 5#
ata P*)., : 4=
7.5 ,m
tb =
*.7* ,m
b= = Cx = C6 =
15.* 15.75 ++.** 2#2.**
ix =
Lkx > l
= = = =
,m ,m2 ,m! ,m!
1.#1 ,m
L / i6
=
,m ,m ,m) ,m)
s =
1+** kg/,m2
D
1.110
D
1.110
!!6>23 k<5#2
6 T (10(10 10 5#
ata P*)., : 4= 7.5 b= 15.* = 15.75 Cx = ++.** C6 = 2#2.** ix =
Lkx > l
1.** ).75 1*.#* )7.+*
1!* ,m 1!*22 kg & tekan ' 25 kgm )7.) -------------? dari tabe3 %%BBC ---?
D
N)#"* &ata% : P*)., : ; :
t$ = i6 = x = 6 =
= = = =
,m ,m ,m2 ,m! ,m!
1.#1 ,m
L / i6
*.7* 1.** ).75 1*.#* )7.+*
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
1!* ,m 7221 kg & tekan ' )0 kgm )7.) -------------? dari tabe3 %%BBC ---?
=
D
N)#"* &ata% : P*)., : ; :
tb = t$ = i6 = x = 6 =
13>03 k<5#2
12 T (10(10 10 5#
ata P*)., : 4= 7.5 b= 15.* = 15.75 Cx = ++.** C6 = 2#2.** ix =
,m ,m ,m2 ,m! ,m!
1.#1 ,m
tb = t$ = i6 = x = 6 =
*.7* 1.** ).75 1*.#* )7.+*
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
Lkx > l
= = = =
L / i6
1!* ,m 12##5 kg & tarik ' 1*)) kgm *.* -------------? dari tabe3 %%BBC ---?
=
D
N)#"* &ata% : P*)., : ; :
D
1
D
1.1)5
18 T (10(10 10 5#
ix =
= = = =
,m ,m ,m2 ,m! ,m!
1.#1 ,m
L / i6
N)#"* &ata% : P*)., : ; :
tb = t$ = i6 = x = 6 =
*.7* 1.** ).75 1*.#* )7.+*
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
1!* ,m +0#0 kg & tarik ' 1*++ kgm *.* -------------? dari tabe3 %%BBC ---?
=
D
3>( k<5#2
2; 0>0> 120 5#
ata P*)., : 4= b= = Cx = C6 =
5.* 5.* !.#* 11.** 11.**
ix =
Lkx > l
1
818>10 k<5#2
ata P*)., : 4= 7.5 b= 15.* = 15.75 Cx = ++.** C6 = 2#2.**
Lkx > l
D
= = = =
,m ,m ,m2 ,m! ,m!
1.51 ,m
L / i6
=
tb = t$ = i6 = x = 6 =
*.5* *.5* 1.51 ).*5 ).*5
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
12* ,m )55# kg & tekan ' * kgm )0.7 -------------? dari tabe3 %%BBC ---?
D
N)#"* &ata% : P*)., : ; :
20>66 k<5#2
61 2; 0>0> 1(0 5#
ata P*)., : 4= b= = Cx = C6 =
5.* 5.* !.#* 11.** 11.**
ix =
Lkx > l
= = = = D
,m ,m ,m2 ,m! ,m!
1.51 ,m
L / i6
=
tb = t$ = i6 = x = 6 =
*.5* *.5* 1.51 ).*5 ).*5
,m ,m ,m ,m) ,m)
s =
1+** kg/,m2
17* ,m 5**0 kg & tarik ' * kgm *.* -------------? dari tabe3 %%BBC ---? 21>(( k<5#2
D
1
& tarik '
& tarik '
