xxiii
LAMPIRAN I. GAMBAR DENAH DAN SPESIFIKASI PROYEK
Meliputi:
a)
Tampak Atas
–
2nd floor beam plan
b)
Tampak Atas – 3rd floor beam plan
c)
Tampak Atas
–
4th floor beam plan
d)
Tampak Atas
–
Mezzanine floor beam plan
e)
Tampak Atas – Roof floor beam plan
f)
Tampak Atas
–
Roof Steel Plan Framing Elevation
g)
Tampak Samping – Frame axis A & B
n)
Detail
–
Castellated beam details
o)
Detail
–
Solid beam details
p)
Detail
–
Profile details
xxiv
LAMPIRAN II. TABEL SPESIFIKASI BAJA
Meliputi:
a)
Tabel spesifikasi profil IWF
b)
Tabel spesifikasi profil Kastela
01
234
56
78934
73
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/01203245/67108"6941:671 45/67108 1;7390/6<44;434154
$796108
GHHIJIGHH GHHIJIGHH K L GH MGNOH GPNMH QLQ GQRNH RNGL MNRP PKNS MKNP
GMSIJIGMS GMSIJIGMS KNS O GH QHNQG MQNLH LRP MOQNH SNMO QNGG GQKNH RPNH
GSHIJIPS GSHIJIPS S P L GPNLS GRNHH KKK RONS KNGG GNKK LLNL GQNM
GSHIJIGHH GRLIJIGHH K O GG MKNLR MGNGH GIHMH GSGNH KNGP MNQP GQLNH QHNG
GSHIJIGSH GSHIJIGSH P GH GG RHNGR QGNSH GIKRH SKQNH KNQO QNPS MGONH PSNG
GPSIJIGPS GPSIJIGPS PNS GG GM SGNMG RHNMH MILLH OLRNH PNSH RNQL QQHNH GGMNH
MHHIJIGHH GOLIJIOO RNS P GG MQNGL GLNMH GISLH GGRNH LNMK MNMG GKHNH MQNH
MHHIJIGHH SNS L GG MPNGK MGNQH GILRH GQRNH LNMR MNMM GLRNH MKNL
MHHIJIGSH GORIJIGSH K O GM QLNLH QHNKH
MHHIJIMHH MHHIJIMHH L GM GQ KQNSQ RONOH RIPMH GIKHH LNKM SNHM RPMNH GKHNH
MSHIJIGMS MRLIJIGMR S L GM QMNKL MSNPH QISRH MSSNH GHNRH MNPO MLSNH RGNG
MSHIJIGMS K O GM QPNKK MONKH RIHSH MORNH GHNRH MNPO QMRNH RPNH
MSHIJIMSH MSHIJIMSH O GR GK OMNGL PMNRH GHILHH QIKSH GHNLH KNMO LKPNH MOMNH
QHHIJIGSH MOLIJIGRO SNS L GQ RHNLH QMNHH KIQMH RRMNH GMNRH QNMO RMRNH SONQ
QHHIJIGSH KNS O GQ RKNPL QKNPH PIMGH SHLNH GMNRH QNMO RLGNH KPNP
QHHIJIQHH QHHIJIQHH GH GS GL GGONLH ORNHH MHIRHH KIPSH GQNGH PNSG GIQKH RSHNH
QSHIJIGPS QRKIJIGPR K O GR SMNKL RGNRH GGIGHH POMNH GRNSH QNLL KRGNH OGNH
QSHIJIGPS P GG GR KQNGR RONKH GQIKHH OLRNH GRNPH QNOS PPSNH GGMNH
QSHIJIQSH QSHIJIQSH GM GO MH GPQNOH GQPNHH RHIQHH GQIKHH GSNMH LNLR MIQHH PPKNH
RHHIJIMHH QOKIJIGOO P GG GK PMNGK SKNKH MHIHHH GIRSH GKNPH RNRL GIHGH GRSNH
RHHIJIMHH L GQ GK LRNGH KKNHH MQIPHH GIPRH GKNL RNSR GIGOH GPRNH
TRHHIJIRHH RHHIJIRHH GQ MG MM MGLNPH GPMNHH KKIKHH MMIRHH GPNS GHNGH QIQQH GIGMH
RSHIJIMHH RSHIJIMHH O GR GL OKNLH PKNHH QQISHH GILPH GLNK RNRH GIROH GLPNH
SHHIJIMHH SHHIJIMHH GH GK MH GGRNMH LONKH RPILHH MIGRH MHNS RNQQ GIOGH MGRNH
KHHIJIMHH KHHIJIMHH GG GP MM GQRNRH GHKNHH PPIKHH MIMLH MRNH RNGM MISOH MMLNH
KHHIJIQHH SLLIJIQHH GM MH ML GOMNSH GSGNHH GGLIHHH OIHMH MRNL KNLS RIHMH KHGNH
TPHHIJIQHH PHHIJIQHH GQ MR ML MQSNSH GLSNHH MHGIHHH GHILHH MONQ KNPL SIPKH PMMNH
TLHHIJIQHH LHHIJIQHH GR MK ML MKPNRH MGHNHH MOMIHHH GGIPHH QQNH KNKM PIMOH PLMNH
TOHHIJIQHH OHHIJIQHH GK ML ML QHONL MRQNHH
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Downstream | Castellated Beam : Honey Comb
Honey Comb is a castellated beam that is fabricated from a standard IWF. The beam is initially
split along its length by a profiled flame cut. The two halves of the beam are then separated,
displaced by one profile and reconnected by welding, thus forming hexagonal holes along the
web.
Castellated beams have a deeper section than a comparable solid beam, which has a greater
resistance to deflection. They are therefore most often used in long span applications with light
or moderate loadings, particularly roofs. Since the weight of steel has not changed, the
structural efficiency of the section in bending has been increased. A further advantage of
castellated beams is the holes in the web which provide a route for services.
Size range
: 150x100 to 1200x300
Standard length
: 12m
Depth Section
: 150 to 1200
Standards
: JIS G 3101 SS400 (Mild Steel)
JIS G 3101 SS540 (High Strength)
Downstream | Castellated Beam : Honey Comb
NO TE : Non standard sizes are available upon request and subject to minimum quantity
