MUTU BAJA (menurut PBI 1971) MUTU BAJA (menurut PBI 1971) Tegangan leleh baja (kg/cm2) Tegangan leleh baja (kg/cm2) U U - - 222 2 bbaajja a lluunnaak k 2222000 0 kkgg//ccmm22 U U - - 224 4 bbaajja a lluunnaak k 2244000 0 kkgg//ccmm22 U U - - 332 2 bbaajja a sseeddaanng g 3322000 0 kkgg//ccmm22 U U - - 339 9 bbaajja a kkeerraas s 3399000 0 kkgg//ccmm22 U U - - 448 8 bbaajja a kkeerraas s 4488000 0 kkgg//ccmm22 Tegangan tarik/te
Tegangan tarik/tekan yang diijinkakan yang diijinkan n (kg/cm2)(kg/cm2) beb
beban an tettetap ap bebbeban an semsemententaraara U U - - 222 2 1122550 0 11880000 U U - - 224 4 1144000 0 22000000 U U - - 332 2 1188550 0 22665500 U U - - 339 9 2222550 0 33220000 U U - - 448 8 2277550 0 44000000 U
Ummuum m 00..558 8 x x tteegg..l el elleeh h 00..883 3 x x tteegg..lleel el ehh tteegg..lleelleeh h 2222000 0 33990000 Umum
Umum 11227766 3322337 7 Kekuatan tarik/tekan baja rencana (kg/cm2)
Kekuatan tarik/tekan baja rencana (kg/cm2) U U - - 222 2 11991100 U U - - 224 4 22008800 U U - - 332 2 22778800 U U - - 339 9 33339900 U U - - 448 8 44117700 U
Ummuum m 00..887 7 x x tteegg..lleelleehh tteegg..lleelleeh h 44880000 Umum
Umum 4176 4176
MUTU BETON (menurut PBI 1971) MUTU BETON (menurut PBI 1971) K K11225 5 ssttrruukkttuur r 11225 5 kkgg//ccmm22 K K11775 5 ssttrruukkttuur r 11775 5 kkgg//ccmm22 K K22225 5 ssttrruukkttuur r 22225 5 kkgg//ccmm22 Tegangan beton yang diijinkan (PBI 1971)
Tegangan beton yang diijinkan (PBI 1971) Mutu
Mutu K
Kuuaat t tteekkaan n BB1 1 KK11225 5 KK11775 5 KK22225 5 UmUmuum m BB1 1 KK11225 5 K1K1775 5 KK22225 5 UUmmuumm K
Kaarraakktteerriissttiik k 11000 0 11225 5 11775 5 22225 5 11000 0 11225 5 11775 5 222255 Lenturan tanpa dan/
Lenturan tanpa dan/ atau dgn gaya atau dgn gaya normal : normal : Tekan Tekan 3355 4400 6600 7755 5555 7700 110000 112255 Tarik Tarik 55 55..55 66..55 77 77 77..55 99 1100 Gaya aksial Gaya aksial Tekan Tekan 3355 4400 6600 7755 5555 7700 110000 112255 Tarik Tarik 44 44 55 55..55 55 55..55 66..55 77..55
Geser oleh lentur Geser oleh lentur atau puntir : atau puntir : Tanpa tul geser
Tanpa tul geser 44..55 55 55..55 66..55 77 77..55 99 1100 Dgn tul geser
Dgn tul geser 1111 1122 1144 1166 1177 1199 2222 2255 Geser oleh lentur
Geser oleh lentur dengan puntir : dengan puntir : Tanpa tul geser
Tanpa tul geser 55..55 66 77 88 8..585 99..55 1111 1133 Dgn tul geser
Dgn tul geser 1144 1155 1188 2200 2211 2244 2288 3322 Geser pons pada
Geser pons pada
b
beebbaan n tteettaap p bbeebbaan n sseemmeennttaarraa Tegangan yang diijinkan (kg/cm2)
K
K11775 5 ssttrruukkttuur r 11775 5 kkgg//ccmm22 K
K22225 5 ssttrruukkttuur r 22225 5 kkgg//ccmm22 Tegangan beton yang diijinkan (PBI 1971)
Tegangan beton yang diijinkan (PBI 1971) Mutu
Mutu K
Kuuaat t tteekkaan n BB1 1 KK11225 5 KK11775 5 KK22225 5 UmUmuum m BB1 1 KK11225 5 K1K1775 5 KK22225 5 UUmmuumm K
Kaarraakktteerriissttiik k 11000 0 11225 5 11775 5 22225 5 11000 0 11225 5 11775 5 222255 Lenturan tanpa dan/
Lenturan tanpa dan/ atau dgn gaya atau dgn gaya normal : normal : Tekan Tekan 3355 4400 6600 7755 5555 7700 110000 112255 Tarik Tarik 55 55..55 66..55 77 77 77..55 99 1100 Gaya aksial Gaya aksial Tekan Tekan 3355 4400 6600 7755 5555 7700 110000 112255 Tarik Tarik 44 44 55 55..55 55 55..55 66..55 77..55
Geser oleh lentur Geser oleh lentur atau puntir : atau puntir : Tanpa tul geser
Tanpa tul geser 44..55 55 55..55 66..55 77 77..55 99 1100 Dgn tul geser
Dgn tul geser 1111 1122 1144 1166 1177 1199 2222 2255 Geser oleh lentur
Geser oleh lentur dengan puntir : dengan puntir : Tanpa tul geser
Tanpa tul geser 55..55 66 77 88 8..585 99..55 1111 1133 Dgn tul geser
Dgn tul geser 1144 1155 1188 2200 2211 2244 2288 3322 Geser pons pada
Geser pons pada penampang kritis penampang kritis Tanpa tul geser
Tanpa tul geser 66..5 5 77..5 5 88..5 5 110 0 110 0 111 1 113 3 1155 Dgn tul geser
Dgn tul geser 1133 1155 1177 2200 2200 2222 2266 3300 b
beebbaan n tteettaap p bbeebbaan n sseemmeennttaarraa Tegangan yang diijinkan (kg/cm2)
Tegangan yang diijinkan (kg/cm2)
C
CddeessiiggnnCCoonnssuullttaanntt TTaabbeellBBeettoonn
MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu
M
Muuttu u bbeettoon n ((MMppaa) ) 220 0 KK117755//KK222255 M
Muuttu u bbaajja a ((MMppaa) ) 22440 0 UU2244//UU3322
Di
Diamameteter er JaJararakk s seennggkkaanng g sseennggkkaanng g 11330 0 22550 0 33000 0 33550 0 44000 0 44550 0 55000 0 555500 m mm m mmmm 8 8 775 5 11..9933112 2 11..2211889 9 11..0099003 3 00..9999884 4 00..9922995 5 00..8877559 9 00..8833331 1 00..77998800 8 8 11000 0 11..5566002 2 11..0022660 0 00..9922995 5 00..8866006 6 00..8800889 9 00..7766887 7 00..7733666 6 00..77110033 8 8 11225 5 11..3333776 6 00..9911002 2 00..8833331 1 00..7777779 9 00..7733666 6 00..7700444 4 00..6677887 7 00..66557777 8 8 11550 0 11..1188992 2 00..8833331 1 00..7766887 7 00..7722228 8 00..6688884 4 00..6666116 6 00..6644001 1 00..66222266 8 8 11775 5 11..0088332 2 00..7777779 9 00..7722228 8 00..6688334 4 00..6655339 9 00..6633009 9 00..6611226 6 00..55997755 8 8 22000 0 11..0000337 7 00..7733666 6 00..6688884 4 00..6655339 9 00..6622881 1 00..6600880 0 00..5599119 9 00..55778888 8 8 22225 5 00..9944119 9 00..7700444 4 00..6666116 6 00..6633009 9 00..6600880 0 00..5599001 1 00..5577558 8 00..55664411 8 8 22550 0 00..8899224 4 00..6677887 7 00..6644001 1 00..6611226 6 00..5599119 9 00..5577558 8 00..5566330 0 00..55552244 8 8 22775 5 00..8855119 9 00..6655777 7 00..6622226 6 00..5599775 5 00..5577888 8 00..5566441 1 00..5555224 4 00..55442299 8 8 33000 0 00..8811882 2 00..6644001 1 00..6600880 0 00..5588550 0 00..5566778 8 00..5555444 4 00..5544337 7 00..55334499 1 10 0 775 5 22..7766660 0 11..6655330 0 11..4455220 0 11..3300885 5 11..2200008 8 11..1111771 1 11..0055001 1 00..99995533 1 10 0 11000 0 22..1188663 3 1..31355115 5 11..2200008 8 11..0099332 2 11..0011224 4 00..9944996 6 00..8899994 4 00..88558833 1 10 0 11225 5 11..8833885 5 1..11177007 7 11..0055001 1 00..9966440 0 00..8899994 4 00..8844991 1 00..8800889 9 00..77776611 1 10 0 11550 0 11..6600666 6 1..01055001 1 00..9944996 6 00..8877778 8 00..8822440 0 00..7788221 1 00..7744887 7 00..77221122 1 10 0 11775 5 11..4444110 0 0..90966440 0 00..8877778 8 00..8811663 3 00..7777002 2 00..7733443 3 00..7700556 6 00..66882211 Nilai vu (TON) untuk lebar balok b (mm)
Nilai vu (TON) untuk lebar balok b (mm)
TABEL TABEL
K
K11775 5 ssttrruukkttuur r 11775 5 kkgg//ccmm22 K
K22225 5 ssttrruukkttuur r 22225 5 kkgg//ccmm22 Tegangan beton yang diijinkan (PBI 1971)
Tegangan beton yang diijinkan (PBI 1971) Mutu
Mutu K
Kuuaat t tteekkaan n BB1 1 KK11225 5 KK11775 5 KK22225 5 UmUmuum m BB1 1 KK11225 5 K1K1775 5 KK22225 5 UUmmuumm K
Kaarraakktteerriissttiik k 11000 0 11225 5 11775 5 22225 5 11000 0 11225 5 11775 5 222255 Lenturan tanpa dan/
Lenturan tanpa dan/ atau dgn gaya atau dgn gaya normal : normal : Tekan Tekan 3355 4400 6600 7755 5555 7700 110000 112255 Tarik Tarik 55 55..55 66..55 77 77 77..55 99 1100 Gaya aksial Gaya aksial Tekan Tekan 3355 4400 6600 7755 5555 7700 110000 112255 Tarik Tarik 44 44 55 55..55 55 55..55 66..55 77..55
Geser oleh lentur Geser oleh lentur atau puntir : atau puntir : Tanpa tul geser
Tanpa tul geser 44..55 55 55..55 66..55 77 77..55 99 1100 Dgn tul geser
Dgn tul geser 1111 1122 1144 1166 1177 1199 2222 2255 Geser oleh lentur
Geser oleh lentur dengan puntir : dengan puntir : Tanpa tul geser
Tanpa tul geser 55..55 66 77 88 8..585 99..55 1111 1133 Dgn tul geser
Dgn tul geser 1144 1155 1188 2200 2211 2244 2288 3322 Geser pons pada
Geser pons pada penampang kritis penampang kritis Tanpa tul geser
Tanpa tul geser 66..5 5 77..5 5 88..5 5 110 0 110 0 111 1 113 3 1155 Dgn tul geser
Dgn tul geser 1133 1155 1177 2200 2200 2222 2266 3300 b
beebbaan n tteettaap p bbeebbaan n sseemmeennttaarraa Tegangan yang diijinkan (kg/cm2)
Tegangan yang diijinkan (kg/cm2)
C
CddeessiiggnnCCoonnssuullttaanntt TTaabbeellBBeettoonn
MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu
M
Muuttu u bbeettoon n ((MMppaa) ) 220 0 KK117755//KK222255 M
Muuttu u bbaajja a ((MMppaa) ) 22440 0 UU2244//UU3322
Di
Diamameteter er JaJararakk s seennggkkaanng g sseennggkkaanng g 11330 0 22550 0 33000 0 33550 0 44000 0 44550 0 55000 0 555500 m mm m mmmm 8 8 775 5 11..9933112 2 11..2211889 9 11..0099003 3 00..9999884 4 00..9922995 5 00..8877559 9 00..8833331 1 00..77998800 8 8 11000 0 11..5566002 2 11..0022660 0 00..9922995 5 00..8866006 6 00..8800889 9 00..7766887 7 00..7733666 6 00..77110033 8 8 11225 5 11..3333776 6 00..9911002 2 00..8833331 1 00..7777779 9 00..7733666 6 00..7700444 4 00..6677887 7 00..66557777 8 8 11550 0 11..1188992 2 00..8833331 1 00..7766887 7 00..7722228 8 00..6688884 4 00..6666116 6 00..6644001 1 00..66222266 8 8 11775 5 11..0088332 2 00..7777779 9 00..7722228 8 00..6688334 4 00..6655339 9 00..6633009 9 00..6611226 6 00..55997755 8 8 22000 0 11..0000337 7 00..7733666 6 00..6688884 4 00..6655339 9 00..6622881 1 00..6600880 0 00..5599119 9 00..55778888 8 8 22225 5 00..9944119 9 00..7700444 4 00..6666116 6 00..6633009 9 00..6600880 0 00..5599001 1 00..5577558 8 00..55664411 8 8 22550 0 00..8899224 4 00..6677887 7 00..6644001 1 00..6611226 6 00..5599119 9 00..5577558 8 00..5566330 0 00..55552244 8 8 22775 5 00..8855119 9 00..6655777 7 00..6622226 6 00..5599775 5 00..5577888 8 00..5566441 1 00..5555224 4 00..55442299 8 8 33000 0 00..8811882 2 00..6644001 1 00..6600880 0 00..5588550 0 00..5566778 8 00..5555444 4 00..5544337 7 00..55334499 1 10 0 775 5 22..7766660 0 11..6655330 0 11..4455220 0 11..3300885 5 11..2200008 8 11..1111771 1 11..0055001 1 00..99995533 1 10 0 11000 0 22..1188663 3 1..31355115 5 11..2200008 8 11..0099332 2 11..0011224 4 00..9944996 6 00..8899994 4 00..88558833 1 10 0 11225 5 11..8833885 5 1..11177007 7 11..0055001 1 00..9966440 0 00..8899994 4 00..8844991 1 00..8800889 9 00..77776611 1 10 0 11550 0 11..6600666 6 1..01055001 1 00..9944996 6 00..8877778 8 00..8822440 0 00..7788221 1 00..7744887 7 00..77221122 1 10 0 11775 5 11..4444110 0 0..90966440 0 00..8877778 8 00..8811663 3 00..7777002 2 00..7733443 3 00..7700556 6 00..66882211 Nilai vu (TON) untuk lebar balok b (mm)
Nilai vu (TON) untuk lebar balok b (mm)
TABEL TABEL
C
CddeessiiggnnCCoonnssuullttaanntt TTaabbeellBBeettoonn
MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu
M
Muuttu u bbeettoon n ((MMppaa) ) 220 0 KK117755//KK222255 M
Muuttu u bbaajja a ((MMppaa) ) 22440 0 UU2244//UU3322
Di
Diamameteter er JaJararakk s seennggkkaanng g sseennggkkaanng g 11330 0 22550 0 33000 0 33550 0 44000 0 44550 0 55000 0 555500 m mm m mmmm 8 8 775 5 11..9933112 2 11..2211889 9 11..0099003 3 00..9999884 4 00..9922995 5 00..8877559 9 00..8833331 1 00..77998800 8 8 11000 0 11..5566002 2 11..0022660 0 00..9922995 5 00..8866006 6 00..8800889 9 00..7766887 7 00..7733666 6 00..77110033 8 8 11225 5 11..3333776 6 00..9911002 2 00..8833331 1 00..7777779 9 00..7733666 6 00..7700444 4 00..6677887 7 00..66557777 8 8 11550 0 11..1188992 2 00..8833331 1 00..7766887 7 00..7722228 8 00..6688884 4 00..6666116 6 00..6644001 1 00..66222266 8 8 11775 5 11..0088332 2 00..7777779 9 00..7722228 8 00..6688334 4 00..6655339 9 00..6633009 9 00..6611226 6 00..55997755 8 8 22000 0 11..0000337 7 00..7733666 6 00..6688884 4 00..6655339 9 00..6622881 1 00..6600880 0 00..5599119 9 00..55778888 8 8 22225 5 00..9944119 9 00..7700444 4 00..6666116 6 00..6633009 9 00..6600880 0 00..5599001 1 00..5577558 8 00..55664411 8 8 22550 0 00..8899224 4 00..6677887 7 00..6644001 1 00..6611226 6 00..5599119 9 00..5577558 8 00..5566330 0 00..55552244 8 8 22775 5 00..8855119 9 00..6655777 7 00..6622226 6 00..5599775 5 00..5577888 8 00..5566441 1 00..5555224 4 00..55442299 8 8 33000 0 00..8811882 2 00..6644001 1 00..6600880 0 00..5588550 0 00..5566778 8 00..5555444 4 00..5544337 7 00..55334499 1 10 0 775 5 22..7766660 0 11..6655330 0 11..4455220 0 11..3300885 5 11..2200008 8 11..1111771 1 11..0055001 1 00..99995533 1 10 0 11000 0 22..1188663 3 1..31355115 5 11..2200008 8 11..0099332 2 11..0011224 4 00..9944996 6 00..8899994 4 00..88558833 1 10 0 11225 5 11..8833885 5 1..11177007 7 11..0055001 1 00..9966440 0 00..8899994 4 00..8844991 1 00..8800889 9 00..77776611 1 10 0 11550 0 11..6600666 6 1..01055001 1 00..9944996 6 00..8877778 8 00..8822440 0 00..7788221 1 00..7744887 7 00..77221122 1 10 0 11775 5 11..4444110 0 0..90966440 0 00..8877778 8 00..8811663 3 00..7777002 2 00..7733443 3 00..7700556 6 00..66882211 1 10 0 22000 0 11..3311668 8 0..80899994 4 00..8822440 0 00..7777002 2 00..7722998 8 00..6699884 4 00..6677333 3 00..66552277 1 10 0 22225 5 11..2222001 1 0..80844991 1 00..7788221 1 00..7733443 3 00..6699884 4 00..6677005 5 00..6644882 2 00..66229999 1 10 0 22550 0 11..1144228 8 0..80800889 9 00..7744887 7 00..7700556 6 00..6677333 3 00..6644882 2 00..6622881 1 00..66111166 1 10 0 22775 5 11..0077996 6 0..70777661 1 00..7722112 2 00..6688221 1 00..6655227 7 00..6622999 9 00..6611116 6 00..55996677 1 10 0 33000 0 11..0022669 9 0..70744887 7 00..6699884 4 00..6666225 5 00..6633556 6 00..6611447 7 00..5599779 9 00..55884422 1 12 2 775 5 33..7788662 2 22..1188335 5 11..8899441 1 11..6688774 4 11..5533224 4 11..4411118 8 11..3311554 4 11..22336644 1 12 2 11000 0 22..9955115 5 1..71744994 4 11..5533224 4 11..3377774 4 11..2266111 1 11..1177007 7 11..0099883 3 11..00339911 1 12 2 11225 5 22..4455006 6 1..41488990 0 11..3311554 4 11..1199113 3 11..0099883 3 11..0022660 0 00..9966881 1 00..99220077 1 12 2 11550 0 22..1111667 7 1..31311554 4 11..1177007 7 11..0066773 3 00..9988998 8 00..9922995 5 00..8888113 3 00..88441188 1 12 2 11775 5 11..8877882 2 1..11199113 3 11..0066773 3 00..9977887 7 00..9911223 3 00..8866006 6 00..8811993 3 00..77885555 1 12 2 22000 0 11..6699993 3 1..01099883 3 00..9988998 8 00..9911223 3 00..8855442 2 00..8800889 9 00..7777228 8 00..77443322 1 12 2 22225 5 11..5566002 2 1..01022660 0 00..9922995 5 00..8866006 6 00..8800889 9 00..7766887 7 00..7733666 6 00..77110033 1 12 2 22550 0 11..4444889 9 0..90966881 1 00..8888113 3 00..8811993 3 00..7777228 8 00..7733666 6 00..7700777 7 00..66884400 1 12 2 22775 5 11..3355779 9 0..90922007 7 00..8844118 8 00..7788555 5 00..7744332 2 00..7711003 3 00..6688440 0 00..66662255 1 12 2 33000 0 11..2288220 0 0..80888113 3 00..8800889 9 00..7755773 3 00..7711885 5 00..6688884 4 00..6666443 3 00..66444455 Catatan : Catatan : 2.23612.2361 vu maksimum (Mpa vu maksimum (Mpa) ) = 2.2361= 2.2361
Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar
Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc) Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc) Cara pemakaian : Cara pemakaian : b = 200 ; h = 400 ; V = 1500 kg = 15000 N b = 200 ; h = 400 ; V = 1500 kg = 15000 N Vu = 15000/(200x400) Vu = 15000/(200x400) Vu = 0.1875 Vu = 0.1875
Nilai vu (TON) untuk lebar balok b (mm) Nilai vu (TON) untuk lebar balok b (mm)
TABEL TABEL
Version 6/27/2013, 7:55 PM Version 6/27/2013, 7:55 PM
Design by Teguh Santoso SPd Design by Teguh Santoso SPd Literature
CdesignConsultant TabelBeton
MENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu
Mutu beton (Mpa) 20 K175/K225 Mutu baja (Mpa) 240 U24/U32
Diameter Jarak sengkang sengkang 130 150 200 250 300 350 400 450 500 550 mm mm 8 75 2 173 141 122 109 100 93 88 83 80 8 100 156 141 117 103 93 86 81 77 74 71 8 125 134 122 103 91 83 78 74 70 68 66 8 150 119 109 93 83 77 72 69 66 64 62 8 175 108 100 86 78 72 68 65 63 61 60 8 200 100 93 81 74 69 65 63 61 59 58 8 225 94 88 77 70 66 63 61 59 58 56 8 250 89 83 74 68 64 61 59 58 56 55 8 275 85 80 71 66 62 60 58 56 55 54 8 300 82 77 69 64 61 59 57 55 54 53 10 75 277 246 195 165 145 131 120 112 105 100 10 100 219 195 158 135 120 109 101 95 90 86 10 125 184 165 135 117 105 96 90 85 81 78 10 150 161 145 120 105 95 88 82 78 75 72 10 175 144 131 109 96 88 82 77 73 71 68 10 200 132 120 101 90 82 77 73 70 67 65 10 225 122 112 95 85 78 73 70 67 65 63 10 250 114 105 90 81 75 71 67 65 63 61 10 275 108 100 86 78 72 68 65 63 61 60 10 300 103 95 82 75 70 66 64 61 60 58 12 75 379 334 262 218 189 169 153 141 132 124 12 100 295 262 207 175 153 138 126 117 110 104 12 125 245 218 175 149 132 119 110 103 97 92 12 150 212 189 153 132 117 107 99 93 88 84 12 175 188 169 138 119 107 98 91 86 82 79 12 200 170 153 126 110 99 91 85 81 77 74 12 225 156 141 117 103 93 86 81 77 74 71 12 250 145 132 110 97 88 82 77 74 71 68 12 275 136 124 104 92 84 79 74 71 68 66 12 300 128 117 99 88 81 76 72 69 66 64 Catatan : 223.6068 vu maksimum (KG) = 224
Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar
Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc)
Cara pemakaian :
b = 200 ; h = 400 ; V = 1500 kg = 15000 N
Vu = 15000/(200x400) 0.1875 Vu = 0.1875
Nilai vu (KG) untuk lebar balok b (mm)
TABEL
FY
D
kaki
d
s
vs
Av
2400
50
2
8
7.5 16084.95 1.340413 H50 ; d8-7
2400
50
2
8
10 12063.72 1.00531 H50 ; d8-1
2400
50
2
8
12.5 9650.973 0.804248 H50 ; d8-1
2400
50
2
8
15 8042.477 0.670206 H50 ; d8-1
2400
50
2
8
17.5 6893.552 0.574463 H50 ; d8-1
2400
50
2
8
20 6031.858 0.502655 H50 ; d8-2
H25 ; d8-75 ; 1.34mm2 ; 8042kg(2)
H25 ; d8-100 ; 1.005mm2 ; 6031kg(2)
H25 ; d8-125 ; 0.804mm2 ; 4825kg(2)
H25 ; d8-150 ; 0.67mm2 ; 4021kg(2)
H25 ; d8-175 ; 0.574mm2 ; 3446kg(2)
H25 ; d8-200 ; 0.502mm2 ; 3015kg(2)
H30 ; d8-75 ; 1.34mm2 ; 9650kg(2)
H30 ; d8-100 ; 1.005mm2 ; 7238kg(2)
H30 ; d8-125 ; 0.804mm2 ; 5790kg(2)
H30 ; d8-150 ; 0.67mm2 ; 4825kg(2)
H30 ; d8-175 ; 0.574mm2 ; 4136kg(2)
H30 ; d8-200 ; 0.502mm2 ; 3619kg(2)
H35 ; d8-75 ; 1.34mm2 ; 11259kg(2)
H35 ; d8-100 ; 1.005mm2 ; 8444kg(2)
H35 ; d8-125 ; 0.804mm2 ; 6755kg(2)
H35 ; d8-150 ; 0.67mm2 ; 5629kg(2)
H35 ; d8-175 ; 0.574mm2 ; 4825kg(2)
H35 ; d8-200 ; 0.502mm2 ; 4222kg(2)
H40 ; d8-75 ; 1.34mm2 ; 12867kg(2)
H40 ; d8-100 ; 1.005mm2 ; 9650kg(2)
H40 ; d8-125 ; 0.804mm2 ; 7720kg(2)
H40 ; d8-150 ; 0.67mm2 ; 6433kg(2)
H40 ; d8-175 ; 0.574mm2 ; 5514kg(2)
H40 ; d8-200 ; 0.502mm2 ; 4825kg(2)
H45 ; d8-75 ; 1.34mm2 ; 14476kg(2)
H45 ; d8-100 ; 1.005mm2 ; 10857kg(2)
H45 ; d8-125 ; 0.804mm2 ; 8685kg(2)
H45 ; d8-150 ; 0.67mm2 ; 7238kg(2)
H45 ; d8-175 ; 0.574mm2 ; 6204kg(2)
H45 ; d8-200 ; 0.502mm2 ; 5428kg(2)
H50 ; d8-75 ; 1.34mm2 ; 16084kg(2)
H50 ; d8-100 ; 1.005mm2 ; 12063kg(2)
H50 ; d8-125 ; 0.804mm2 ; 9650kg(2)
H50 ; d8-150 ; 0.67mm2 ; 8042kg(2)
H50 ; d8-175 ; 0.574mm2 ; 6893kg(2)
H50 ; d8-200 ; 0.502mm2 ; 6031kg(2)
; 1.34mm2 ; 16084kg(2)
0 ; 1.005mm2 ; 12063kg(2)
5 ; 0.804mm2 ; 9650kg(2)
0 ; 0.67mm2 ; 8042kg(2)
5 ; 0.574mm2 ; 6893kg(2)
0 ; 0.502mm2 ; 6031kg(2)
PERHITUNGAN GESER BALOK
Mutu Bahan :
Beton :
15 Mpa
Baja
:
240 Mpa
Tul utama :
12 mm
Sengkang :
8 mm
No
D
Jumlah
kaki
jarak
Vc
Vs
B
(
cm
) H
(
cm
)
cm
mm
kg
kg
kg
1
13
25
20.6
2
75
1729
6624
5011
2
13
25
20.6
2
100
1729
4968
4018
3
13
25
20.6
2
150
1729
3312
3024
4
20
25
20.6
2
200
2659
2484
3086
5
20
40
35.6
2
75
4596
11447
9626
6
20
40
35.6
2
100
4596
8585
7909
7
20
40
35.6
2
150
4596
5723
6192
8
20
40
35.6
2
200
4596
4293
5333
9
20
45
40.6
2
75
5241
13054
10977
10
20
45
40.6
2
100
5241
9791
9019
11
20
45
40.6
2
150
5241
6527
7061
12
20
45
40.6
2
200
5241
4895
6082
13
20
50
45.6
2
75
5887
14662
12329
14
20
50
45.6
2
100
5887
10997
10130
15
20
50
45.6
2
150
5887
7331
7931
16
20
50
45.6
2
200
5887
5498
6831
17
20
55
50.6
2
75
6532
16270
13681
18
20
55
50.6
2
100
6532
12202
11241
19
20
55
50.6
2
150
6532
8135
8800
20
20
55
50.6
2
200
6532
6101
7580
21
20
60
55.6
2
75
7178
17877
15033
22
20
60
55.6
2
100
7178
13408
12352
23
20
60
55.6
2
150
7178
8939
9670
24
20
60
55.6
2
200
7178
6704
8329
Dimensi Balok
Vn
LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 2) Jarak 6 8 10 12 13 16 19 22 2D12=226 d8-75 =1.340/2.011 2d8=100 75 0.754 1.340 2.094 3.016 3.540 5. 362 7.561 10.137 3D12= 339 d8-100=1.000/1.508 4 d8= 201 100 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603 4D12=452 d8-125=0.804/1.206 6 d8=301 125 0.452 0.804 1.257 1.810 2.124 3.217 4.536 6.082 5D12=565 d8-150=0.670/1.004 8 d8=402 150 0.377 0.670 1.047 1.508 1.770 2.681 3.780 5.068 6D12=678 d8-175=0.574/0.862 10d8=502 175 0.323 0.574 0.898 1.293 1.517 2.298 3.240 4.344 7D12=791 d8-200=0.503/0.754 200 0.283 0.503 0.785 1.131 1.327 2.011 2.835 3.801 8D12=904 2d10=157 9D12=1017 d10-75 =2.904/3.142 4d10=314 10D12=1130 d10-100=1.571/2.356 6d10=471
LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 3) Tension 0.8 d10-125=1.257/1.885 8d10=628
(T) 0.65 d10-150=1.047/1.571 10d10=785 Jarak 6 8 10 12 13 16 19 22 Shear 0.6 d10-175=0.898/1.346 75 1.131 2.011 3.142 4.524 5.309 8.042 11.341 15.205 (S) 0.70 d10-200=0.785/1.178 100 0.848 1.508 2.356 3.393 3.982 6.032 8.506 11.404 125 0.679 1.206 1.885 2.714 3.186 4.825 6.805 9.123 150 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603 175 0.485 0.862 1.346 1.939 2.275 3.447 4.860 6.517 200 0.424 0.754 1.178 1.696 1.991 3.016 4.253 5.702 0.754
Fy : 350 Mpa cover : 25 mm fcs Mpa
Fc' : 15 Mpa fysMpa
Tul utama : 13 mm b mm h mm Mn kgm f Vn kg 200 600 4 3 8653 d8-200 2 6913.186 200 250 3 3 2017 d8-75 2 5242.689 200 250 4 4 2657 d10-150 2 4311.083 200 250 5 5 3362 d8-200 2 2638.248 200 250 6 6 4034 d8-75 2 5242.689 200 250 7 7 4705 d8-75 2 5242.689 200 250 8 8 5377 d8-75 2 5242.689 200 250 3 3 2017 d8-75 2 5242.689 200 250 3 3 2017 d8-75 2 5242.689 200 250 3 3 2017 d8-75 2 5242.689 200 250 3 3 2017 d8-75 2 5242.689 200 250 3 3 2017 d8-75 2 5242.689
15 240
m v
B5 B6 B7 1111 1111 1111 130 130 130 250 250 400 1.75 2 2 2P 0P 0P 130 130 130 500 350 250 6 4 2 #REF! #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF!
trapesium3 trapesium3 segitiga3 2.00 2.00 1.00 1.75 2 2 #REF! #REF! #REF! trapesium4 trapesium4 segitiga4
0.75 2.00 1.00 1.75 2 2 #REF! #REF! #REF!
93.6 93.6 149.76
3 3 3
900 900 900 #REF! #REF! #REF! #REF! 0.00 0.00
trapesium1 trapesium1 trapesium 0 0.875 0
#REF! #REF! #REF! trapesium2 trapesium2 trapesium
0.75 1.375 1.5
6 4 2
#REF! #REF! #REF! 187.2 131.04 93.6
3 3 3
900 900 900 #REF! #REF! #REF!
#REF! 0.00 0.00 #REF! #REF! #REF!
B8 B9 B10 1111 1111 1111 130 130 130 250 250 250 2 2 2 0P 0P 0P 130 130 130 400 400 400 5 5 5
#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
trapesium3 trapesium3 trapesium3 1.25 1.25 1.25
2 2 2
#REF! #REF! #REF! segitiga4 segitiga4 segitiga4
1 1 1
2 2 2
#REF! #REF! #REF! 93.6 93.6 93.6
3 3 3
900 900 900 #REF! #REF! #REF! 0.00 0.00 0.00
trapesium1 trapesium1 trapesium1 1.5 1.5 1.5
#REF! #REF! #REF! trapesium2 trapesium2 trapesium2
0.75 0.75 0.75
5 5 5
#REF! #REF! #REF! 149.76 149.76 149.76
3 3 3
900 900 900 #REF! #REF! #REF!
0.00 0.00 0.00 #REF! #REF! #REF!
CdesignConsultant TabelBeton Jarak Jumlah AS ke Batang 6 8 10 12 13 16 19 22 AS (mm) per meter 75 13.3 377 670 1047 1507 1769 2679 3778 5066 100 10.0 283 502 785 1130 1327 2010 2834 3799 125 8.0 226 402 628 904 1061 1608 2267 3040 150 6.7 188 335 523 754 884 1340 1889 2533 175 5.7 161 287 449 646 758 1148 1619 2171 200 5.0 141 251 393 565 663 1005 1417 1900 Aplat = 1000/s.0,25.3,14.d^2
koefisen penulangan begel / m'
tump lap Dia utama 13 13 6 0.22 Dia begel 8 8 8 0.39 Jarak 150 200 10 0.62 Dimensi x 150 150 12 0.89 Dimensi y 200 200 13 1.04 penutup beton 20 20 16 1.58 1.84 1.38 19 2.23 kg 22 2.98 25 3.85
koefisen penulangan plat ( 1 layer) / m2 29 5.03
sb X sb Y 32 6.3
Dia 8 8
Jarak 125 125
3.43 3.43
kg koefisen penulangan balok / m'
tum lap Dia tepi 16 16 Dia tengah 12 12 Dia tambahan 10 10 Jml utama tepi 4 4 Jml utama tengah 2 2 Jml tambahan 2 2 9.34 9.34 kg
LUAS DAN JARAK TULANGAN PELAT UNTUK LEB AR 100 CM
10.274 1.61161
6.864
Diameter Tulangan (mm) Luas tulangan (mm2)
Version 6/27/2013, 7:55 PM Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
TABEL
CdesignConsultant TabelBeton
D G (mm) kg/m 1 2 3 4 5 6 7 8 9 10 6 0.22 28 57 85 113 141 170 198 226 254 283 8 0.39 50 100 151 201 251 301 352 402 452 502 10 0.62 79 157 236 314 393 471 550 628 707 785 12 0.89 113 226 339 452 565 678 791 904 1017 1130 13 1.04 133 265 398 531 663 796 929 1061 1194 1327 16 1.58 201 402 603 804 1005 1206 1407 1608 1809 2010 19 2.23 283 567 850 1134 1417 1700 1984 2267 2550 2834 22 2.98 380 760 1140 1520 1900 2280 2660 3040 3419 3799 25 3.85 491 981 1472 1963 2453 2944 3434 3925 4416 4906 29 5.03 660 1320 1981 2641 3301 3961 4621 5281 5942 6602 32 6.3 804 1608 2412 3215 4019 4823 5627 6431 7235 8038
LUAS PENAMPANG BAJA TULANGAN
Luas tulangan (mm2)
CdesignConsultant TabelBeton D G (mm) kg/m 1 2 3 4 5 6 7 8 9 10 6 0.22 28 57 85 113 141 170 198 226 254 283 8 0.39 50 100 151 201 251 301 352 402 452 502 10 0.62 79 157 236 314 393 471 550 628 707 785 12 0.89 113 226 339 452 565 678 791 904 1017 1130 13 1.04 133 265 398 531 663 796 929 1061 1194 1327 16 1.58 201 402 603 804 1005 1206 1407 1608 1809 2010 19 2.23 283 567 850 1134 1417 1700 1984 2267 2550 2834 22 2.98 380 760 1140 1520 1900 2280 2660 3040 3419 3799 25 3.85 491 981 1472 1963 2453 2944 3434 3925 4416 4906 29 5.03 660 1320 1981 2641 3301 3961 4621 5281 5942 6602 32 6.3 804 1608 2412 3215 4019 4823 5627 6431 7235 8038
LUAS PENAMPANG BAJA TULANGAN
Luas tulangan (mm2)
Version 6/27/2013, 7:55 PM Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
TABEL
SPESIFIKASI JKBL BRC REF
NO D S D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL
mm mm mm mm mm2/mm mm2/mm kg/m2 kg kg M10 10 150 10 150 524 524 8.22 96.55 M9 9 150 9 150 424 424 6.66 78.21 M8 5 150 5 150 335 335 5.26 61.79 M7 7 150 7 150 257 257 4.03 47.31 M6 6 150 6 150 188 188 2.96 34.76 347.58 M5 5 150 5 150 131 131 2.06 24.14 241.37 M4 4 150 4 150 084 084 1.32 15.45 154.48 B9 9 150 9 200 636 251 6.97 81.7 B8 8 150 8 200 503 251 5.92 69.25 B7 7 150 7 200 385 192 4.53 53.02 B6 6 150 6 200 283 192 3.73 43.5 434.97 B5 5 150 5 200 196 192 3.05 35.44 354.4
SPESIFIKASI JKBL BRC REF
NO D S D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL
mm mm mm mm mm2/mm mm2/mm kg/m2 kg kg M10 10 150 10 150 524 524 8.22 96.55 M9 9 150 9 150 424 424 6.66 78.21 M8 5 150 5 150 335 335 5.26 61.79 M7 7 150 7 150 257 257 4.03 47.31 M6 6 150 6 150 188 188 2.96 34.76 347.58 M5 5 150 5 150 131 131 2.06 24.14 241.37 M4 4 150 4 150 084 084 1.32 15.45 154.48 B9 9 150 9 200 636 251 6.97 81.7 B8 8 150 8 200 503 251 5.92 69.25 B7 7 150 7 200 385 192 4.53 53.02 B6 6 150 6 200 283 192 3.73 43.5 434.97 B5 5 150 5 200 196 192 3.05 35.44 354.4
Lampiran KOEFISIEN PLAT 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 2.4 2.5 >2.5 I Mlx 44 52 59 66 73 78 84 88 93 97 100 103 106 108 110 112 125 Mly 44 45 45 44 44 43 41 40 39 38 37 36 35 34 33 32 25 II Mlx 21 25 28 31 34 36 37 38 40 40 41 41 41 42 42 42 42 Mly 21 21 20 19 18 17 16 14 13 12 12 11 11 11 10 10 8 Mtx 52 59 64 69 73 76 79 81 82 83 83 83 83 83 83 83 3 Mty 52 54 56 57 57 57 57 57 57 57 57 57 57 57 57 57 57 III Mlx 28 33 38 42 45 48 51 53 55 57 58 59 59 60 61 61 63 Mly 28 28 28 27 26 25 23 23 22 21 19 18 17 17 16 16 13 Mtx 68 77 85 92 98 103 107 111 113 116 118 119 120 121 122 122 125 Mty 68 72 74 76 77 77 78 78 78 78 79 79 79 79 79 79 79 IVA Mlx 22 28 34 42 49 55 62 68 74 80 85 89 93 97 100 103 125 Mly 32 35 37 39 40 41 41 41 41 40 39 38 37 36 35 35 25 Mty 70 79 87 94 100 105 109 112 115 117 119 120 121 122 123 123 125 IVB Mlx 32 34 36 38 39 40 41 41 42 42 42 42 42 42 42 42 42 Mly 22 20 18 17 15 14 13 12 11 10 10 10 9 9 9 9 8 Mtx 70 74 77 79 81 82 83 84 84 84 84 84 83 83 83 83 83 VA Mlx 31 38 45 53 60 66 72 78 83 88 92 96 99 102 105 108 125 Mly 37 39 41 41 42 42 41 41 40 39 38 37 36 35 34 33 25 Mty 84 92 99 104 109 112 115 117 119 121 122 122 123 123 124 124 125 VB Mlx 37 41 45 48 51 53 55 56 58 59 60 60 60 61 61 62 63 Mly 31 30 28 27 25 24 22 21 20 19 18 17 17 16 16 15 13 Mtx 84 92 98 103 108 111 114 117 119 120 121 122 122 123 123 124 125 VIA Mlx 21 26 31 36 40 43 46 49 51 53 55 56 57 58 59 60 63 Mly 26 27 28 28 27 26 25 23 22 21 21 20 20 19 19 18 13 Mtx 55 65 74 82 89 94 99 103 106 110 114 116 117 118 119 120 125 Mty 60 65 69 72 74 76 77 78 78 78 78 78 78 78 78 79 79 VIB Mlx 26 29 32 35 36 38 39 40 40 41 41 42 42 42 42 42 42 Mly 21 20 19 18 17 15 14 13 12 12 11 11 10 10 10 10 8 Mtx 60 66 71 74 77 79 80 82 83 83 83 83 83 83 83 83 83 Mty 55 57 57 57 58 57 57 57 57 57 57 57 57 57 57 57 57 = Terletak bebas ly l x ly l x ly l x ly l x ly l x ly l x ly l x ly l x ly l x Cdesign
CdesignConsultant StatikaGempa
KETAHANAN GEMPA
Faktor Keutamaan I back
Gedung-gedung monumental 1.5
Fasilitas penting (rumah sakit sekolah dll) 15 Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan 2 Gedung yang menyimpan bahan berbahaya (gas beracun dll) 2
Gedunglain 1
Faktor jenis struktur K back jenis gedung
Portal daktail beton bertulang 1 beton pratekan (3) 1.4
baja 1
kayu 1.7
Dinding geser berangkai beton bertulang 1 daktail (1)
Dinding geser kantilever beton bertulang 1.2 daktail (1) dinding berongga bertulang 2.5
CdesignConsultant StatikaGempa
KETAHANAN GEMPA
Faktor Keutamaan I back
Gedung-gedung monumental 1.5
Fasilitas penting (rumah sakit sekolah dll) 15 Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan 2 Gedung yang menyimpan bahan berbahaya (gas beracun dll) 2
Gedunglain 1
Faktor jenis struktur K back jenis gedung
Portal daktail beton bertulang 1 beton pratekan (3) 1.4
baja 1
kayu 1.7
Dinding geser berangkai beton bertulang 1 daktail (1)
Dinding geser kantilever beton bertulang 1.2 daktail (1) dinding berongga bertulang 2.5
kayu(kayu) 2
Dinding geser kantilever beton bertulang 1.5 dengan daktilitas dinding berongga bertulang 3 terbatas (1) kayu (2) 2.5 Portal dengan ikatan beton bertulang 2.5
diagonal baja 2.5
kayu 3
Struktur kantilever tak beton bertulang 2.5
bertingkat (5) baja 2.5
Cerobong, tangki kecil beton bertulang 3
baja 3
Struktur lain
Koefisien gempa dasar - C back
0 0.5 1 2
Wilayah 1 tanah keras 0.09 0.09 - 0.045 tanah lunak 0.13 - 0.13 0.065 Wilayah 2 tanah keras 0.07 0.07 - 0.035 tanah lunak 0.09 - 0.09 0.045 Wilayah 3 tanah keras 0.05 0.05 - 0.025 tanah lunak 0.07 - 0.07 0.035 Wilayah 4 tanah keras 0.03 0.03 - 0.015 tanah lunak 0.05 - 0.05 0.025 Wilayah 5 tanah keras 0.04 - -
-tanah lunak 0.03 - 0.03 0.02 Wilayah 6 tanah keras 0
tanah lunak 0
Version 6/27/2013, 7:55 PM
Design by Teguh Santoso SPd Literature : SKBI 1.3.53.1987
CdesignConsultant StatikaGempa 3 0.045 0.065 0.035 0.045 0.025 0.035 0.015 0.025 0.01 0.02 0 0 Version 6/27/2013, 7:55 PM
Design by Teguh Santoso SPd Literature : SKBI 1.3.53.1987
CdesignConsultant TabelBeton D Tambahan 2 3 4 5 6 7 8 9 10 per Batang 10 14.50 18.00 21.50 25.00 28.50 32.00 35.50 38.00 41.50 3.50 12 14.90 18.60 22.30 26.00 29.70 33.40 37.10 40.80 44.50 3.70 13 15.10 18.90 22.70 26.50 30.30 34.10 37.90 41.70 45.50 3.80 14 15.30 18.20 23.10 27.00 30.90 34.80 38.70 42.60 46.50 3.90 16 15.70 19.80 23.90 28.00 32.10 36.20 40.30 44.40 48.50 4.10 18 16.10 20.40 24.70 29.00 33.30 37.60 41.90 46.20 50.50 4.30 19 16.30 20.37 25.10 29.50 33.90 38.30 42.70 47.10 51.50 4.40 20 16.50 21.00 25.50 30.00 34.50 39.00 43.50 48.00 52.50 4.50 22 16.90 21.60 26.30 31.00 35.70 40.40 45.10 49.80 54.50 4.70 25 17.50 22.50 27.50 32.50 37.50 42.50 47.50 52.50 57.50 5.00 25 18.40 24.00 29.60 35.20 40.80 46.40 52.00 57.60 63.20 5.60 29 18.70 24.50 30.30 36.10 41.90 47.70 53.50 59.30 65.10 5.80 32 19.60 26.00 32.40 38.80 45.20 51.60 58.00 64.40 70.80 6.40 36 20.80 28.00 35.20 42.40 49.60 56.80 64.00 71.20 78.40 7.20 40 22.00 30.00 38.00 46.40 54.00 62.00 70.00 78.00 86.00 8.00 50 25.00 35.00 45.00 55.00 65.00 75.00 85.00 95.00 105.00 10.00 TABEL
LEBAR BALOK MINIMUM (cm)
Jumlah Batang Tulangan Baja dalam satu lapis
Version 6/27/2013, 7:55 PM Design by Teguh Santoso SPd Literature : Diktat SKSNI 1991
CdesignCounsultant TabelBaja
Code 287 Ix (cm4) 721 hb (cm) 20
Jenis Baja C (channels) Iy (cm4) 87.5 bs (cm) 7.5 Code baja 200.75.20.3,2 Wx (cm3) 72.1 ts (cm) 0.32 Wy (cm3) 16.8 tb (cm) 0.32 ix (cm) 7.77 g (kg/m) 9.27
iy (cm) 2.71 ex (cm) 0
A (cm2) 11.81 ey (cm) 2.27
Profil Kanal Code Baja h (mm) b (mm) d (mm) ts (mm) kg/m' Ix (cm4) Iy(cm4) ix(cm) iy(cm) Wx(cm4) Wy(cm4) A (cm2) ex (mm) ey (mm)
C (channels) 200.75.20.3,2 200 75 3.2 3.2 9.27 721 87.5 7.77 2.71 72.1 16.8 11.81 0 22.7 C (channels) 150.75.20.4,5 150 75 4.5 4.5 11 489 99.2 5.92 2.66 65.2 19.8 13.97 0 25 C (channels) 150.65.20.3,2 150 65 3.2 3.2 7.51 332 53.8 5.89 2.37 44.3 12.2 9.567 0 21.1 C (channels) 150.50.20.4,5 150 50 4.5 4.5 9.2 368 35.7 5.6 1.75 49 10.5 11.72 0 15.4 C (channels) 150.50.20.3,2 150 50 3.2 3.2 6.76 280 28.3 5.71 1.81 37.4 8.19 8.607 0 15.4 C (channels) 150.50.20.2,3 150 50 2.3 2.3 4.96 210 21.9 5.77 1.86 28 6.33 6.322 0 15.5 C (channels) 125.50.20.4,5 125 50 4.5 4.5 8.32 238 33.5 4.74 1.78 38 10.1 10.59 0 16.8 C (channels) 125.50.20.4.0 125 50 4 4 7.5 217 33.1 4.77 1.81 34.7 9.38 9.548 0 16.8 C (channels) 125.50.20.3,2 125 50 3.2 3.2 6.13 181 26.6 4.82 1.85 29 8.02 7.807 0 16.8 C (channels) 125.50.20.2,3 125 50 2.3 2.3 4.51 137 20.6 4.88 1.89 21.9 6.22 5.747 0 16.9 C (channels) 100.50.20.4,5 100 50 4.5 4.5 7.43 139 30.9 3.82 1.81 27.7 9.82 9.469 0 18.6 C (channels) 100.50.20.4,0 100 50 4 4 6.71 127 28.7 3.85 1.83 25.4 9.13 8.548 0 18.6 C (channels) 100.50.20.3,2 100 50 3.2 3.2 5.5 107 24.5 3.9 1.87 21.3 7.81 7.007 0 18.6 C (channels) 100.50.20.2,6 100 50 2.6 2.6 4.55 89.7 21 3.93 1.9 17.9 6.68 5.796 0 18.6 C (channels) 100.50.20.2,3 100 50 2.3 2.3 4.06 80.7 19 3.95 1.92 16.1 6.06 5.172 0 18.6 C (channels) 100.50.20.1,6 100 50 1.6 1.6 2.88 58.4 14 3.99 1.95 11.7 4.47 3.672 0 18.7 C (channels) 75.45.15.2,3 75 45 2.3 2.3 3.25 37.1 11.8 3 1.69 9.9 4.24 4.137 0 17.2 C (channels) 75.45.15.1,6 75 45 1.6 1.6 2.32 27.1 8.71 3.03 1.72 7.24 3.13 2.952 0 17.2
CdesignCounsultant TabelBaja
Code 287 Ix (cm4) 721 hb (cm) 20
Jenis Baja C (channels) Iy (cm4) 87.5 bs (cm) 7.5 Code baja 200.75.20.3,2 Wx (cm3) 72.1 ts (cm) 0.32 Wy (cm3) 16.8 tb (cm) 0.32 ix (cm) 7.77 g (kg/m) 9.27
iy (cm) 2.71 ex (cm) 0
A (cm2) 11.81 ey (cm) 2.27
Profil Kanal Code Baja h (mm) b (mm) d (mm) ts (mm) kg/m' Ix (cm4) Iy(cm4) ix(cm) iy(cm) Wx(cm4) Wy(cm4) A (cm2) ex (mm) ey (mm)
C (channels) 200.75.20.3,2 200 75 3.2 3.2 9.27 721 87.5 7.77 2.71 72.1 16.8 11.81 0 22.7 C (channels) 150.75.20.4,5 150 75 4.5 4.5 11 489 99.2 5.92 2.66 65.2 19.8 13.97 0 25 C (channels) 150.65.20.3,2 150 65 3.2 3.2 7.51 332 53.8 5.89 2.37 44.3 12.2 9.567 0 21.1 C (channels) 150.50.20.4,5 150 50 4.5 4.5 9.2 368 35.7 5.6 1.75 49 10.5 11.72 0 15.4 C (channels) 150.50.20.3,2 150 50 3.2 3.2 6.76 280 28.3 5.71 1.81 37.4 8.19 8.607 0 15.4 C (channels) 150.50.20.2,3 150 50 2.3 2.3 4.96 210 21.9 5.77 1.86 28 6.33 6.322 0 15.5 C (channels) 125.50.20.4,5 125 50 4.5 4.5 8.32 238 33.5 4.74 1.78 38 10.1 10.59 0 16.8 C (channels) 125.50.20.4.0 125 50 4 4 7.5 217 33.1 4.77 1.81 34.7 9.38 9.548 0 16.8 C (channels) 125.50.20.3,2 125 50 3.2 3.2 6.13 181 26.6 4.82 1.85 29 8.02 7.807 0 16.8 C (channels) 125.50.20.2,3 125 50 2.3 2.3 4.51 137 20.6 4.88 1.89 21.9 6.22 5.747 0 16.9 C (channels) 100.50.20.4,5 100 50 4.5 4.5 7.43 139 30.9 3.82 1.81 27.7 9.82 9.469 0 18.6 C (channels) 100.50.20.4,0 100 50 4 4 6.71 127 28.7 3.85 1.83 25.4 9.13 8.548 0 18.6 C (channels) 100.50.20.3,2 100 50 3.2 3.2 5.5 107 24.5 3.9 1.87 21.3 7.81 7.007 0 18.6 C (channels) 100.50.20.2,6 100 50 2.6 2.6 4.55 89.7 21 3.93 1.9 17.9 6.68 5.796 0 18.6 C (channels) 100.50.20.2,3 100 50 2.3 2.3 4.06 80.7 19 3.95 1.92 16.1 6.06 5.172 0 18.6 C (channels) 100.50.20.1,6 100 50 1.6 1.6 2.88 58.4 14 3.99 1.95 11.7 4.47 3.672 0 18.7 C (channels) 75.45.15.2,3 75 45 2.3 2.3 3.25 37.1 11.8 3 1.69 9.9 4.24 4.137 0 17.2 C (channels) 75.45.15.1,6 75 45 1.6 1.6 2.32 27.1 8.71 3.03 1.72 7.24 3.13 2.952 0 17.2 C (channels) 60.30.10.2,3 60 30 2.3 2.3 2.25 15.6 3.32 2.33 1.07 5.2 1.71 2.872 0 10.6 C (channels) 60.30.10.1,6 60 30 1.6 1.6 1.63 11.6 2.56 2.37 1.11 3.88 1.32 2.072 0 10.6 C (channels) 350.50.50.4,5 350 50 4.5 4.5 15.4 2750 27.5 11.8 1.19 157 6.48 19.58 0 7.5 C (channels) 350.50.50.4,0 350 50 4 4 13.7 2470 24.8 11.9 1.19 151 5.81 17.47 0 7.3 C (channels) 300.50.50.4,5 300 50 4.5 4.5 13.6 1850 26.8 10.3 1.24 123 6.41 17.33 0 8.2 C (channels) 300.50.50.4,0 300 50 4 4 12.1 1660 24.1 10.3 1.25 111 5.74 15.47 0 8 C (channels) 250.50.50.4,5 250 50 4.5 4.5 11.8 1160 25.9 8.78 1.31 93 6.31 15.08 0 9.1 C (channels) 250.50.50.4,0 250 50 4 4 10.6 1050 23.3 8.81 1.32 83.7 5.66 13.47 0 8.8 C (channels) 200.50.50.4,5 200 50 4.5 4.5 10.1 666 24.6 7.2 1.38 66.6 6.18 12.83 0 10.3 C (channels) 200.50.50.4,0 200 50 4 4 9 600 22.2 7.23 1.39 60 5.55 11.47 0 10 C (channels) 200.50.50.3,2 200 50 3.2 3.2 7.27 490 18.2 7.28 1.4 49 4.51 9.263 0 9.7 C (channels) 150.75.75.4,5 150 75 4.5 4.5 10.1 438 71.4 5.84 2.36 58.4 13.2 12.83 0 20.8 C (channels) 150.50.50.4,5 150 50 4.5 4.5 8.31 329 22.8 5.57 1.47 43.9 5.99 10.58 0 12
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TABEL KONSTRUKSI BAJA (SERI METRIK)
CdesignCounsultant TabelBaja
C (channels) 100.50.50.3,2 100 50 3.2 3.2 4.76 93.6 14.9 3.93 1.57 18.7 4.14 6.063 0 14
C (channels) 75.40.15.3,2 75 40 3.2 3.2 3 27.3 4.48 2.67 1.08 9.12 6.93 3.823 0.8 7.5
C (channels) 60.30.30.2,3 60 30 2.3 2.3 2.03 14.2 2.26 2.34 0.94 4.72 1.06 2.586 0 8.6
C (channels) 38.15.15.1,5 38 15 1.5 1.5 0.71 1.93 0.19 1.43 0.45 1.02 0.17 0.901 0 4
CdesignCounsultant TabelBaja C (channels) 100.50.50.3,2 100 50 3.2 3.2 4.76 93.6 14.9 3.93 1.57 18.7 4.14 6.063 0 14 C (channels) 75.40.15.3,2 75 40 3.2 3.2 3 27.3 4.48 2.67 1.08 9.12 6.93 3.823 0.8 7.5 C (channels) 60.30.30.2,3 60 30 2.3 2.3 2.03 14.2 2.26 2.34 0.94 4.72 1.06 2.586 0 8.6 C (channels) 38.15.15.1,5 38 15 1.5 1.5 0.71 1.93 0.19 1.43 0.45 1.02 0.17 0.901 0 4 C (channels) 19.12.12.1,5 19 12 1.5 1.5 0.45 0.3 0.08 0.73 0.37 0.32 0.98 0.563 0 4.1
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CdesignCounsultant TabelBaja
Code 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304
CdesignCounsultant TabelBaja Code 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317
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CdesignCounsultant TabelBaja
318 319 320 321 322
CdesignCounsultant TabelBaja 318 319 320 321 322
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Daftar Faktor Tekuk Tabel untuk perhitun w Fe 310 Fe 360 Fe 430 Fe 510 l a 0 1.000 1.000 1.000 1.000 30 1.000 1 1.000 1.000 1.000 1.000 31 0.992 2 1.000 1.000 1.000 1.000 32 0.984 3 1.000 1.000 1.000 1.000 33 0.975 4 1.000 1.000 1.000 1.000 34 0.967 5 1.000 1.000 1.000 1.000 35 0.959 6 1.000 1.000 1.000 1.000 36 0.951 7 1.000 1.000 1.000 1.000 37 0.942 8 1.000 1.000 1.000 1.000 38 0.934 9 1.000 1.000 1.000 1.000 39 0.962 10 1.000 1.000 1.000 1.000 40 0.918 11 1.000 1.000 1.000 1.000 12 1.000 1.000 1.000 1.000 l a 13 1.000 1.000 1.000 1.000 51 0.827 14 1.000 1.000 1.000 1.000 52 0.819 15 1.000 1.000 1.000 1.000 53 0.810
Daftar Faktor Tekuk Tabel untuk perhitun w Fe 310 Fe 360 Fe 430 Fe 510 l a 0 1.000 1.000 1.000 1.000 30 1.000 1 1.000 1.000 1.000 1.000 31 0.992 2 1.000 1.000 1.000 1.000 32 0.984 3 1.000 1.000 1.000 1.000 33 0.975 4 1.000 1.000 1.000 1.000 34 0.967 5 1.000 1.000 1.000 1.000 35 0.959 6 1.000 1.000 1.000 1.000 36 0.951 7 1.000 1.000 1.000 1.000 37 0.942 8 1.000 1.000 1.000 1.000 38 0.934 9 1.000 1.000 1.000 1.000 39 0.962 10 1.000 1.000 1.000 1.000 40 0.918 11 1.000 1.000 1.000 1.000 12 1.000 1.000 1.000 1.000 l a 13 1.000 1.000 1.000 1.000 51 0.827 14 1.000 1.000 1.000 1.000 52 0.819 15 1.000 1.000 1.000 1.000 53 0.810 16 1.000 1.000 1.000 1.000 54 0.802 17 1.000 1.000 1.000 1.000 55 0.794 18 1.000 1.000 1.000 1.000 56 0.786 19 1.000 1.000 1.000 1.000 57 0.777 20 1.000 1.000 1.000 1.000 58 0.769 21 1.000 1.004 1.015 1.036 59 0.761 22 1.011 1.011 1.022 1.044 60 0.753 23 1.004 1.017 1.030 1.053 24 1.010 1.024 1.037 1.061 l a 25 1.016 1.031 1.045 1.070 71 0.662 26 1.022 1.038 1.052 1.079 72 0.654 27 1.028 1.045 1.060 1.089 73 0.645 28 1.035 1.052 1.068 1.098 74 0.637 29 1.041 1.059 1.076 1.107 75 0.629 30 1.047 1.066 1.084 1.117 76 0.621 31 1.054 1.073 1.092 1.127 77 0.612 32 1.060 1.081 1.100 1.137 78 0.604 33 1.067 1.088 1.108 1.147 79 0.596 34 1.073 1.096 1.117 1.158 80 0.588 35 1.080 1.103 1.126 1.168 36 1.087 1.111 1.134 1.179 l a 37 1.094 1.119 1.143 1.190 91 0.497 38 1.101 1.127 1.152 1.201 92 0.489 39 1.108 1.135 1.162 1.212 93 0.481 40 1.115 1.144 1.171 1.224 94 0.472 41 1.123 1.152 1.181 1.236 95 0.464 42 1.130 1.161 1.190 1.248 96 0.456 43 1.137 1.169 1.200 1.260 97 0.448 44 1.145 1.178 1.210 1.273 98 0.439 45 1.153 1.187 1.220 1.286 99 0.431 46 1.161 1.196 1.231 1.299 100 0.423 47 1.168 1.205 1.241 1.312 48 1.176 1.215 1.252 1.326 l a 49 1.185 1.224 1.263 1.339 111 0.343 50 1.193 1.234 1.274 1.354 112 0.337
51 1.201 1.244 1.285 1.368 113 0.331 52 1.210 1.254 1.297 1.383 114 0.325 53 1.218 1.264 1.308 1.398 115 0.320 54 1.227 1.274 1.320 1.413 116 0.314 55 1.236 1.284 1.333 1.429 117 0.309 56 1.245 1.295 1.345 1.445 118 0.304 57 1.254 1.306 1.357 1.462 119 0.299 58 1.263 1.317 1.370 1.479 120 0.294 59 1.272 1.328 1.383 1.496 60 1.282 1.339 1.397 1.514 l a 61 1.292 1.351 1.410 1.532 131 0.246 62 1.301 1.363 4.424 1.551 132 0.243 63 1.311 1.375 1.438 1.570 133 0.239 64 1.321 1.387 1.453 1.589 134 0.236 65 1.332 1.399 1.467 1.609 135 0.232 66 1.342 1.412 1.482 1.630 136 0.229 67 1.353 1.425 1.498 1.651 137 0.225 68 1.363 1.438 1.513 1.672 138 0.222 69 1.374 1.451 1.529 1.694 139 0.219 70 1.385 1.465 1.546 1.717 140 0.216 71 1.397 1.478 1.562 1.740 72 1.408 1.492 1.579 1.765 l a 73 1.420 1.507 1.597 1.789 151 0.186 74 1.432 1.521 1.614 1.815 152 0.183 75 1.444 1.536 1.633 1.841 153 0.181 76 1.456 1.552 1.651 1.868 154 0.178 77 1.469 1.567 1.670 1.895 155 0.176 78 1.481 1.583 1.690 1.924 156 0.174 79 1.494 1.599 1.710 1.953 157 0.172 80 1.507 1.616 1.730 1.983 158 0.169 81 1.521 1.632 1.751 2.015 159 0.167 82 1.534 1.650 1.772 2.047 160 0.165 83 1.548 1.667 1.794 2.080 84 1.562 1.685 1.817 2.225 l a 85 1.576 1.703 1.840 2.150 171 0.145 86 1.591 1.722 1.863 2.187 172 0.143 87 1.606 1.741 1.888 2.225 173 0.142 88 1.621 1.761 1.913 2.264 174 0.140 89 1.637 1.781 1.938 2.305 175 0.138 90 1.652 1.801 1.964 2.348 176 0.137 91 1.668 1.822 1.991 2.397 177 0.135 92 1.685 1.844 2.019 2.450 178 0.134 93 1.702 1.866 2.048 2.504 179 0.132 94 1.719 1.888 2.077 2.558 180 0.131 95 1.736 1.911 2.107 2.613 96 1.754 1.935 2.138 2.688 l a 97 1.772 1.959 2.170 2.724 191 0.116 98 1.790 1.984 2.203 2.780 192 0.115 99 1.809 2.009 2.237 2.837 193 0.114 100 1.828 2.036 2.272 2.895 194 0.112 101 1.848 2.062 2.308 2.953 195 0.111 102 1.868 2.090 2.346 3.012 103 1.889 2.118 2.389 3.071 104 1.910 2.147 2.435 3.131 105 1.931 2.177 2.482 3.192 106 1.953 2.208 2.530 3.253
107 1.976 2.239 2.578 3.314 108 1.999 2.272 2.626 3.377 109 2.022 2.305 2.675 3.439 110 2.047 2.340 2.724 3.503 111 2.071 2.375 2.774 3.567 112 2.097 2.421 2.824 3.631 113 2.123 2.464 2.875 3.697 114 2.149 2.508 2.926 3.762 115 2.176 2.552 2.978 3.829 116 2.204 2.597 3.030 3.895 117 2.233 2.642 3.082 3.963 118 2.263 2.687 3.135 4.031 119 2.293 2.733 3.189 4.100 120 2.324 2.779 3.242 4.169 121 2.356 2.826 3.297 4.238 122 2.394 2.873 3.351 4.309 123 2.433 2.920 3.406 4.380 124 2.473 2.968 3.462 4.451 125 2.513 3.016 3.518 4.523 126 2.553 3.064 3.575 4.596 127 2.594 3.113 3.632 4.669 128 2.635 3.162 3.689 4.743 129 2.676 3.212 3.747 4.817 130 2.718 3.262 3.805 4.892 131 2.760 3.312 3.864 4.968 132 2.802 3.363 3.923 5.044 133 3.845 3.414 3.983 5.121 134 2.888 3.465 4.043 5.198 135 2.931 3.517 4.104 5.276 136 2.975 3.570 4.165 5.354 137 3.019 3.622 4.226 5.434 138 3.063 3.675 4.288 5.513 139 3.107 3.729 4.350 5.593 140 3.152 3.783 4.413 5.674 141 3.197 3.837 4.476 5.755 142 3.243 3.892 4.540 5.837 143 3.289 3.947 4.604 5.920 144 3.335 4.002 4.669 6.003 145 3.381 4.058 4.734 6.087 146 3.428 4.114 4.800 6.171 147 3.475 4.170 4.866 6.256 148 3.523 4.227 4.932 6.341 149 3.571 4.285 4.999 6.427 150 3.619 4.342 5.066 6.514 151 3.667 4.401 5.134 6.601 152 3.716 4.459 5.202 6.688 153 3.765 4.518 5.271 6.777 154 3.814 4.577 5.340 6.866 155 3.864 4.637 5.410 6.955 156 3.914 4.697 5.480 7.045 157 3.964 4.757 5.550 7.136 158 4.015 4.818 5.621 7.227 159 4.066 4.879 5.692 7.319 160 4.117 4.941 5.764 7.411 161 4.169 5.003 5.836 7.504 162 4.221 5.065 5.909 7.598
163 4.273 5.128 5.982 7.692 164 4.326 5.191 6.056 7.786 165 4.379 5.254 6.130 7.881 166 4.432 5.318 6.205 7.977 167 4.485 5.382 6.280 8.074 168 4.539 5.447 6.355 8.171 169 4.593 5.512 6.431 8.268 170 4.648 5.578 6.507 8.366 171 4.703 5.643 6.584 8.465 172 4.758 5.710 6.661 8.564 173 4.813 5.776 6.739 8.664 174 4.869 5.843 6.817 8.765 175 4.925 5.911 6.896 8.866 176 4.982 5.978 6.975 8.967 177 5.039 6.046 7.054 9.070 178 5.096 6.115 7.134 9.172 179 5.153 6.184 7.214 9.276 180 5.211 6.253 7.295 9.328 181 5.269 6.323 7.377 9.484 182 5.327 6.393 7.458 9.589 183 5.386 6.463 7.540 9.695 184 5.445 6.534 7.623 9.801 185 5.504 6.605 7.706 9.908 186 5.564 6.677 7.790 10.015 187 5.624 6.749 7.874 10.123 188 5.684 6.821 7.958 10.232 189 5.745 6.894 8.043 10.341 190 5.806 6.967 8.128 10.451 191 5.867 7.041 8.214 10.561 192 5.929 7.115 8.300 10.672 193 5.991 7.189 8.387 10.783 194 6.053 7.264 8.474 10.895 195 6.116 7.339 8.562 11.008 196 6.178 7.414 8.650 11.121 197 6.242 7.490 8.738 11.235 198 6.305 7.566 8.827 11.349 199 6.369 7.643 8.917 11.464 200 6.433 7.720 9.007 11.580
gan tekuk l a 41 0.909 42 0.901 43 0.893 44 0.885 45 0.876 46 0.868 47 0.860 48 0.852 49 0.843 50 0.835 l a 61 0.744 62 0.736 63 0.728 64 0.720 65 0.711 66 0.703 67 0.695 68 0.687 69 0.678 70 0.670 l a 81 0.580 82 0.571 83 0.563 84 0.555 85 0.547 86 0.538 87 0.530 88 0.522 89 0.514 90 0.505 l a 101 0.415 102 0.407 103 0.399 104 0.391 105 0.384 106 0.377 107 0.370 108 0.363 109 0.356 110 0.350 l a 121 0.289 122 0.284
123 0.280 124 0.275 125 0.271 126 0.266 127 0.262 128 0.258 129 0.254 130 0.250 l a 141 0.213 142 0.210 143 0.207 144 0.204 145 0.201 146 0.198 147 0.196 148 0.193 149 0.191 150 0.188 l a 161 0.163 162 0.161 163 0.159 164 0.157 165 0.155 166 0.153 167 0.152 168 0.150 169 0.148 170 0.146 l a 181 0.129 182 0.128 183 0.126 184 0.125 185 0.124 186 0.122 187 0.121 188 0.120 189 0.118 190 0.117 l a 196 0.110 197 0.109 198 0.108 199 0.107 200 0.106
