DIAGRAM INTERAKSI KOLOM TAK BERDIMENSI PENAMPANG KOLOM LINGKARAN
Source : www.ilmutekniksipil.com CARA MENENTUKAN LUAS TULANGAN KOLOM
Diketahui :
Pu = "a!a ak#ial tekan ren'ana aki&at &e&an ter(aktor$ Mu = momen ren'ana aki&at &e&an ter(aktor$ ter(aktor$ D = diameter kolom, ( ') = kuat tekan &eton, ( ! = te"an"an leleh &a*a$
Tetapkan nilai d D !an" #e#uai$ %itun" : A" = p + D
f Mn . ( ') A" D / = Mu . ( ') A" D/
→
#e&a"ai ai#
f Pn . ( ') A" / = Pu . ( ') A" /
→
#e&a"ai ordinat
Plot nilai ter#e&ut ke dalam dia"ram interak#i !an" #e#uai, Lua# tulan"an !an" diperlukan,
→
A# = r A"
→
diperoleh : r
4 0$13 eD=0$04 0$1
eD=0$03
eD=0$4 0
r = 38
eD=0$43
0$73 0$7 0$63
eD=0$-0
r = +8
0$6 0$53
r = 28
0$5 0$33
eD=0$20
r = -8
0$3 0$+3 0$+
r = 48
0$23
eD=0$30
0$2 0$-3 0$0$43 0$4
eD=4$00
0$03 0
eD=-$00
f =0$53 f = 0$70
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
dD = 0$10
4 eD=0$04 0$13 0$1r = 38 0$73
eD=0$03
eD=0$40 eD=0$43 eD=0$-0
0$7r = +8 0$63 0$6r = 28 0$53 0$5
r = -8
eD=0$20
0$33
0$3 0$+3r = 48 0$+ 0$23
eD=0$30
0$2 0$-3 0$0$43
eD=4$00
0$4 0$03 0
eD=-$00
f =0$53 f = 0$70
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
dD = 0$73
4 eD=0$03 0$13 eD=0$04 = 38 r 0$1
eD=0$40 eD=0$43
0$73 eD=0$-0
0$7
r = +8
0$63
0$6
r = 28
0$53
0$5 eD=0$20
0$33 r = -8 0$3 0$+3
r = 48 0$+ 0$23
eD=0$30
0$2 0$-3 0$0$43 0$4
eD=4$00
0$03 0 eD=-$00
f =0$53 f = 0$70
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
dD = 0$70
4 eD=0$03
eD=0$04 0$13
r = 38 0$1 0$73 0$7r =
eD=0$40 eD=0$43
eD=0$-0
+8
0$63 0$6r =
28
0$53 0$5
r = -8
eD=0$20
0$33 0$3
r = 48
0$+3
0$+
eD=0$30
0$23 0$2 0$-3 0$-
eD=4$00
0$43 0$4 0$03 0
eD=-$00
f =0$53 f = 0$70
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
dD = 0$63
4 eD=0$04 0$13 0$1
eD=0$03
eD=0$40 eD=0$43
r = 38
0$73 0$7
eD=0$-0
r = +8
0$63 0$6 0$53
r = 28
0$5 0$33
eD=0$20
r = -8
0$3 0$+3 0$+
r = 48
0$23
eD=0$30
0$2 0$-3 0$0$43 eD=4$00
0$4 0$03 0
eD=-$00
f =0$53 f = 0$70
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
dD = 0$60
DIAGRAM INTERAKSI KOLOM TAK BERDIMENSI PENAMPANG KOLOM 9;R
CARA MENENTUKAN LUAS TULANGAN KOLOM
Diketahui :
Pu = "a!a ak#ial tekan ren'ana aki&at &e&an ter(aktor$ Mu = momen ren'ana aki&at &e&an ter(aktor$ D = diameter kolom, ( ' = kuat tekan &eton, ( ! = te"an"an leleh &a*a$
Tetapkan nilai h) h !an" #e#uai$ %itun" : A" = & h
f Mn . ( ') A" h / = Mu . ( ') A" h /
→
#e&a"ai ai#
f Pn . ( ') A" / = Pu . ( ') A" /
→
#e&a"ai ordinat
Plot nilai ter#e&ut ke dalam dia"ram interak#i !an" #e#uai, Lua# tulan"an !an" diperlukan,
4
eh = 0,0- eh = 0,03 r = 0,03
0$13
→
diperoleh : r
A# = r A"
eh = 0,4 eh=0$43 eh = 0,-
0$1
) g A . ' c f ( / n P . f
→
0$73
r = 0,0+
0$7 0$63
eh = 0,-3
r = 0,02
0$6 0$53
r = 0,0-
eh = 0,22
0$5 0$33 r = 0,04
0$3
eh = 0,3
0$+3 0$+ 0$23 0$2 0$-3
eh = 4
0$0$43 0$4 0$03 0
eh = 40
f.Mn/(fc'.Ag.h) 0
0$04 0$0- 0$02 0$0+ 0$03 0$05 0$06 0$07 0$01 0$4 0$44 0$4- 0$42 0$4+ 0$43 0$45 0$46 0$47 0$41 0$- 0$-4 0$-- 0$-2 0$-+ 0$-3 0$-5 0$-6 0$-7 0$-1 0$2
DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
4 0$13
) g A . ' c f ( / n P . f
r = 0,03
eh = 0,03
eh = 0,4
0$1 0$73
r = 0,0+
eh = 0,-
0$7 0$63
r = 0,02
eh = 0,-3
0$6 0$53
r = 0,0-
0$5 0$33
r = 0,04
eh = 0,22
0$3 eh = 0,3
0$+3 0$+ 0$23 0$2
eh = 0,0-
h)h = 0$73
eh = 4
0$-3 0$0$43 0$4 0$03
eh = 40
f.Mn/(fc'.Ag.h)
0 0
0$04 0$0- 0$02 0$0+ 0$03 0$05 0$06 0$07 0$01 0$4 0$44 0$4- 0$42 0$4+ 0$43 0$45 0$46 0$47 0$41 0$- 0$-4 0$-- 0$-2 0$-+ 0$-3 0$-5 0$-6 0$-7 0$-1 0$2
( ! = 210 MPa
DIAGRAM INTERAKSI KOLOM 4
eh = 0,0-
0$13
eh = 0,4
r = 0,03
0$1
) g A . ' c f ( / n P . f
eh = 0,03
h)h = 0$63
0$73
r = 0,0+
0$7
eh = 0,-
0$63 r = 0,02
0$6
eh = 0,-3
0$53 r = 0,0-
0$5 0$33
eh = 0,22 r = 0,04
0$3 0$+3
eh = 0,3
0$+ 0$23 0$2 0$-3
eh = 4
0$0$43 0$4 0$03 0
f.Mn/(fc'.Ag.h) 0
eh = 40
0$04 0$0- 0$02 0$0+ 0$03 0$05 0$06 0$07 0$01 0$4 0$44 0$4- 0$42 0$4+ 0$43 0$45 0$46 0$47 0$41 0$- 0$-4 0$-- 0$-2 0$-+ 0$-3 0$-5 0$-6 0$-7 0$-1 0$2
DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
4 0$13
eh = 0,0- eh = 0,03 r = 0,03
eh = 0,4
0$1 ) g A . ' c f ( / n P . f
0$73
r = 0,0+
0$7 0$63
r = 0,02
eh = 0,-3
0$6 0$53
eh = 0,-
r = 0,0-
0$5 eh = 0,22
0$33 0$3
r = 0,04
0$+3 0$+ 0$23
eh = 0,3
h)h = 0$60
0$2 eh = 4
0$-3 0$0$43 0$4 0$03 0
eh = 40
f.Mn/(fc'.Ag.h) 0
0$04 0$0- 0$02 0$0+ 0$03 0$05 0$06 0$07 0$01 0$4 0$44 0$4- 0$42 0$4+ 0$43 0$45 0$46 0$47 0$41 0$- 0$-4 0$-- 0$-2 0$-+ 0$-3 0$-5 0$-6 0$-7 0$-1 0$2
DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
h)h = 0$50
DIAGRAM INTERAKSI KOLOM TAK BERDIMENSI PENAMPANG EMPAT PER
CARA MENENTUKAN LUAS TULANGAN KOLOM
Diketahui :
Pu = "a!a ak#ial tekan ren'ana aki&at &e&an ter(aktor$ Mu = momen ren'ana aki&at &e&an ter(aktor$ D = diameter kolom, ( ' = kuat tekan &eton, ( ! = te"an"an leleh &a*a$
Tetapkan nilai h) h !an" #e#uai$ %itun" : A" = & h f Mn . ( ') A" h / = Mu . ( ') A" h /
→
#e&a"ai ai#
f Pn . ( ') A" / = Pu . ( ') A" /
→
#e&a"ai ordinat
Plot nilai ter#e&ut ke dalam dia"ram interak#i !an" #e#uai, Lua# tulan"an !an" diperlukan,
→
diperoleh : r
A# = r A"
→
4 0$13
eh=0$04
r = 38
eh=0$4 eh=0$03 0
eh=0$43
0$1 0$73
eh=0$-0
r = +8
0$7 0$63
eh=0$20
r = 28
0$6 0$53
r = -8
0$5 0$33
eh=0$30
r = 48
0$3 0$+3 0$+ 0$23
eh=4$00
0$2 0$-3 0$eh=-$00
0$43 0$4 0$03
f =0$53
0 0
0$0-
0$0+
0$05
0$07
0$4
0$4-
0$4+
0$45
0$47
0$-
0$--
0$-+
0$-5
0$-7
0$2
0$2-
0$2+
0$25
0$27
0$+
f = 0$70
e ( ! = 210 MPa
DIAGRAM INTERAKSI KOLOM
4 eh=0$04 0$13 r =
eh=0$03
38
h)h = 0$10
eh=0$40 eh=0$43
0$1 0$73
r = +8
eh=0$-0
0$7 0$63
r = 28
eh=0$20
0$6 0$53
r = -8
0$5 0$33
r = 48
eh=0$30
0$3 0$+3 0$+
eh=4$00
0$23 0$2 0$-3 eh=-$00
0$0$43 0$4
f =0$53
0$03
f = 0$70
0 0
0$0-
0$0+
0$05
0$07
0$4
0$4-
0$4+
0$45
0$47
0$-
0$--
0$-+
0$-5
0$-7
0$2
0$2-
0$2+
0$25
0$27
0$+
e ( ! = 210 MPa
DIAGRAM INTERAKSI KOLOM
h)h = 0$73
4 eh=0$04 0$13
eh=0$03
eh=0$40 eh=0$43
r = 38
0$1 0$73
eh=0$-0
r = +8
0$7 0$63
eh=0$20
r = 28
0$6 0$53
r = -8
0$5 0$33
r = 48
0$3 0$+3 0$+ eh=4$00
0$23 0$2 0$-3 0$0$43
eh=-$00
eh=0$30
0$4 0$03
f =0$53
0 0
0$0-
0$0+
0$05
0$07
0$4
0$4-
0$4+
0$45
0$47
0$-
0$--
0$-+
0$-5
0$-7
0$2
0$2-
0$2+
0$25
0$27
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
4 0$13
eh=0$04
eh=0$03
r = 38
eh=0$40 eh=0$43
0$1 0$73
r = +8
eh=0$-0
0$7 0$63
r = 28
eh=0$20
0$6 0$53
r = -8
0$5 0$33 0$3 0$+3
r = 48 eh=0$30
0$+
f = 0$70
h)h = 0$70
$ 0$+
eh=4$00
0$23 0$2 0$-3 eh=-$00
0$0$43 0$4
f =0$53
0$03
f = 0$70
0 0
0$0-
0$0+
0$05
0$07
0$4
0$4-
0$4+
0$45
0$47
0$-
0$--
0$-+
0$-5
0$-7
0$2
0$2-
0$2+
0$25
0$27
0$+
e ( ! = 210 MPa
DIAGRAM INTERAKSI KOLOM 4 eh=0$04 0$13
eh=0$03
h)h = 0$63
eh=0$40 eh=0$43
r = 38
0$1 0$73
eh=0$-0
r = +8
0$7 0$63
eh=0$20
r = 28
0$6 0$53
r = -8
0$5 0$33
r = 48
0$3
eh=0$30
0$+3 0$+ 0$23
eh=4$00
0$2 0$-3 0$eh=-$00
0$43 0$4 0$03
f =0$53
0 0
0$0-
0$0+
0$05
0$07
0$4
0$4-
0$4+
0$45
0$47
0$-
0$--
0$-+
0$-5
0$-7
0$2
0$2-
0$2+
0$25
0$27
0$+
f = 0$70
e DIAGRAM INTERAKSI KOLOM
( ! = 210 MPa
h)h = 0$60