Desain Balok WF-SNI 2002-2
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Transcript of Desain Balok WF-SNI 2002-2
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7/25/2019 Desain Balok WF-SNI 2002-2
1/15
Proyek : TGA - 2003Elemen : BALOK - 102 - SNI 03-1729-2002
= 200000.00 MPa
= 240.00 MPa
= 70.00 MPa rolled shape 70 MPa
fc = 20.75 MPa welded shape 115 MPa
Data beban dan geometri struktur
= 14.83N/mm
= 10.64N/mm
= 57567000.00Nmm
= 84300.00N
= 8000.00 mm
= 4000.00 mm
eba! Pe!at = 170.00 mm
"s #er!u = 851.00 mm
Di$oba Pro%i!&' 250(125(6()
Data Pro%i!
ht 250.00 mm 40500000.00
125 00 2)40000 00
PERANCANGAN BALO PRO!"L WF
Modu!us *!astisitas +E,
egangan !e!e- +fy,
fr,
eban Mati +qD
,
eban idu# +qL,
Momen maksimum +Mu,
aa geser maksimum +Vu,
arak sokongan !atera! +L,
arak ter#endek+Lx,
Ix mm4
b I 4
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7/25/2019 Desain Balok WF-SNI 2002-2
2/15
125 00 2)40000 00b I 4
= = 208.00 mm
h = = 241.00 mm
J = 77454.00
= = 4.27*10
= = 14811.)4 MPa
= = 0.00015)
= = 351861.00
Peran#angan lentur $alok
Menentukan kuat nominal lentur penampang dengan pengaru% tekuk lokal
Penam#ang kom#ak