H 350x175

Japan

Dimensions

350 mm

depth

175 mm

flange width

t_f

11 mm

flange thickness

t_w

7 mm

web thickness

r₁

14 mm

fillet radius

Properties

49.6 kg/m

weight

6,310 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

87.5 mm

shear center distance to edge

x-x Axis

I_x

136ᴇ6 mm⁴

moment of inertia

S_x

775,000 mm³

elastic section modulus

Z_x

868,000 mm³

plastic section modulus

r_x

147 mm

radius of gyration

175 mm

distance from edge to centroidal axis

y_p

175 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

9.84ᴇ6 mm⁴

moment of inertia

S_y

112,000 mm³

elastic section modulus

Z_y

174,000 mm³

plastic section modulus

r_y

39.5 mm

radius of gyration

87.5 mm

distance from edge to centroidal axis

x_p

87.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

230,000 mm⁴

torsional constant

C_w

283ᴇ9 mm⁶

warping constant

W_no

14,800 mm²

normalized warping function

S_w1

7.14ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

245 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

127 kN-m

available flexural strength

V_n

Ω_v

240 kN

available shear strength

W_max

334 kN

maximum uniform load

Open in beam calculator →

P_max

167 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

25.5 kN-m

available flexural strength

V_n

Ω_v

339 kN

available shear strength

W_max

66.8 kN

maximum uniform load

Open in beam calculator →

P_max

33.4 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

926 kN

available tensile strength

P_n

Ω_c

680 kN

available compressive strength

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