H 298x149

Japan

Dimensions

298 mm

depth

149 mm

flange width

t_f

8 mm

flange thickness

t_w

5.5 mm

web thickness

r₁

13 mm

fillet radius

Properties

32 kg/m

weight

4,080 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

74.5 mm

shear center distance to edge

x-x Axis

I_x

63.2ᴇ6 mm⁴

moment of inertia

S_x

424,000 mm³

elastic section modulus

Z_x

475,000 mm³

plastic section modulus

r_x

124 mm

radius of gyration

149 mm

distance from edge to centroidal axis

y_p

149 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

4.42ᴇ6 mm⁴

moment of inertia

S_y

59,300 mm³

elastic section modulus

Z_y

91,800 mm³

plastic section modulus

r_y

32.9 mm

radius of gyration

74.5 mm

distance from edge to centroidal axis

x_p

74.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

86,500 mm⁴

torsional constant

C_w

92.9ᴇ9 mm⁶

warping constant

W_no

10,800 mm²

normalized warping function

S_w1

3.22ᴇ6 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

69.7 kN-m

available flexural strength

V_n

Ω_v

161 kN

available shear strength

W_max

183 kN

maximum uniform load

Open in beam calculator →

P_max

91.5 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

13.5 kN-m

available flexural strength

V_n

Ω_v

210 kN

available shear strength

W_max

35.3 kN

maximum uniform load

Open in beam calculator →

P_max

17.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

599 kN

available tensile strength

P_n

Ω_c

383 kN

available compressive strength

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