H 194x150

Japan

Dimensions

194 mm

depth

150 mm

flange width

t_f

9 mm

flange thickness

t_w

6 mm

web thickness

r₁

13 mm

fillet radius

Properties

30.6 kg/m

weight

3,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

75 mm

shear center distance to edge

x-x Axis

I_x

26.9ᴇ6 mm⁴

moment of inertia

S_x

277,000 mm³

elastic section modulus

Z_x

309,000 mm³

plastic section modulus

r_x

83 mm

radius of gyration

97 mm

distance from edge to centroidal axis

y_p

97 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

5.07ᴇ6 mm⁴

moment of inertia

S_y

67,600 mm³

elastic section modulus

Z_y

104,000 mm³

plastic section modulus

r_y

36.1 mm

radius of gyration

75 mm

distance from edge to centroidal axis

x_p

75 mm

horizontal distance from edge to plastic neutral axis

Torsion

109,000 mm⁴

torsional constant

C_w

43.4ᴇ9 mm⁶

warping constant

W_no

6,940 mm²

normalized warping function

S_w1

2.34ᴇ6 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

45.3 kN-m

available flexural strength

V_n

Ω_v

114 kN

available shear strength

W_max

119 kN

maximum uniform load

Open in beam calculator →

P_max

59.4 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

15.2 kN-m

available flexural strength

V_n

Ω_v

238 kN

available shear strength

W_max

39.9 kN

maximum uniform load

Open in beam calculator →

P_max

20 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

572 kN

available tensile strength

P_n

Ω_c

395 kN

available compressive strength

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