7/25/2019 Desain Balok WF-SNI 2002-2

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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

7/25/2019 Desain Balok WF-SNI 2002-2

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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