baja ii

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fy G1B013006 q= 5+2B q 10.000 Mu = 187.500 kNm Mn = 208.333 kNm Zx = Mp/fy = = Dicoba Profil I-WF 488.300.11.18 d = 350.000 bf = 350.000 tw = 12.000 tf = 19.000 Cek Kelangsingan = 9.211 < αp (f) α (w) = 29.167 < αp (w) A = 17390.000 mm^2 Ix = 403000000.000 mm^4 Iy = 136000000.000 mm^4 Sx = 2303000.000 mm^3 Sy = 777000.000 mm^3 G = 80000.000 fy = 240.000 Mpa E = 200000.000 Ry = 88.434 Lp = 4493.055 mm = 4.493 m J = 1780145.333 mm^4 X1 = 21456.468 Iw = 3725074000000.000 X2 = 0.0000286518698 fl = 170.000 Mpa α (f)

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baja

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Page 1: BAJA II

fy = 240.000G1B013006

q= 5+2B q = 15.000

10.000

Mu = 187.500 kNmMn = 208.333 kNm = Mp

Zx = Mp/fy = 868055.556 mm^3= 868.056 m^3

Dicoba Profil I-WF 488.300.11.18d = 350.000bf = 350.000tw = 12.000tf = 19.000

Cek Kelangsingan

= 9.211 < αp (f) = 10.973α (w) = 29.167 < αp (w) = 108.440

A = 17390.000 mm^2Ix = 403000000.000 mm^4Iy = 136000000.000 mm^4Sx = 2303000.000 mm^3Sy = 777000.000 mm^3

G = 80000.000fy = 240.000 MpaE = 200000.000Ry = 88.434Lp = 4493.055 mm

= 4.493 mJ = 1780145.333 mm^4X1 = 21456.468Iw = 3725074000000.000X2 = 0.0000286518698fl = 170.000 Mpa

α (f)

Page 2: BAJA II

Lr = 17117.969 mm17.118 m

Lb < LpLb < 4.493

Mn=Mp Mp 552720000.000552.720 kNm

Lp < Lb < Lr4.493 10.000 17.118

Mmax = 450.000Ma = 150.000Mb = 450.000Mc = 150.000

Cb = 1.471Mr = 391510000.000

Mn = 458272631.378458.273 kNm

Page 3: BAJA II

(Kompak)

Page 4: BAJA II

Q = 150.000

rav = 75.000

249.939

Page 5: BAJA II

fy = 240.000G1B013006

q= 5+2B q = 15.000

10.000

Mu = 125.000 kNmMn = 138.889 kNm = Mp

Zx = Mp/fy = 578703.704 mm^3= 578.704 m^3

Dicoba Profil I-WF 488.300.11.18d = 350.000bf = 350.000tw = 12.000tf = 19.000

Cek Kelangsingan

= 9.211 < αp (f) = 10.973α (w) = 29.167 < αp (w) = 108.440

A = 17390.000 mm^2Ix = 403000000.000 mm^4Iy = 136000000.000 mm^4Sx = 2303000.000 mm^3Sy = 777000.000 mm^3

G = 80000.000fy = 240.000 MpaE = 200000.000Ry = 88.434Lp = 4493.055 mm

= 4.493 mJ = 1780145.333 mm^4X1 = 21456.468Iw = 3725074000000.000X2 = 0.0000286518698fl = 170.000 Mpa

Lr = 17117.969 mm17.118 m

α (f)

Page 6: BAJA II

Lb < LpLb < 4.493

Mn=Mp Mp 552720000.000552.720 kNm

Lp < Lb < Lr4.493 10.000 17.118

Mmax = 450.000Ma = 62.500Mb = 450.000Mc = 62.500

Cb = 1.705Mr = 391510000.000

Mn = 531179640.915531.180 kNm

Page 7: BAJA II

(Kompak)