H 294x200

Japan

Dimensions

294 mm

depth

200 mm

flange width

t_f

12 mm

flange thickness

t_w

8 mm

web thickness

r₁

18 mm

fillet radius

Properties

56.8 kg/m

weight

7,240 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

100 mm

shear center distance to edge

x-x Axis

I_x

113ᴇ6 mm⁴

moment of inertia

S_x

771,000 mm³

elastic section modulus

Z_x

860,000 mm³

plastic section modulus

r_x

125 mm

radius of gyration

147 mm

distance from edge to centroidal axis

y_p

147 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

16ᴇ6 mm⁴

moment of inertia

S_y

160,000 mm³

elastic section modulus

Z_y

247,000 mm³

plastic section modulus

r_y

47.1 mm

radius of gyration

100 mm

distance from edge to centroidal axis

x_p

100 mm

horizontal distance from edge to plastic neutral axis

Torsion

358,000 mm⁴

torsional constant

C_w

319ᴇ9 mm⁶

warping constant

W_no

14,100 mm²

normalized warping function

S_w1

8.46ᴇ6 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

126 kN-m

available flexural strength

V_n

Ω_v

230 kN

available shear strength

W_max

331 kN

maximum uniform load

Open in beam calculator →

P_max

165 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

36.2 kN-m

available flexural strength

V_n

Ω_v

423 kN

available shear strength

W_max

95 kN

maximum uniform load

Open in beam calculator →

P_max

47.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,060 kN

available tensile strength

P_n

Ω_c

854 kN

available compressive strength

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