W 760x185 W 30x124

Canada

Dimensions

766 mm

depth

267 mm

flange width

T_f

23.6 mm

flange thickness

14.9 mm

web thickness

Secondary Dimensions

P_B

2,570 mm

perimeter

k_des

45 mm

design distance including flange thickness and web fillet

Properties

Mass

185 kg/m

weight

23,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

134 mm

shear center distance to edge

x-x Axis

I_x

2.23ᴇ9 mm⁴

moment of inertia

S_x

5.82ᴇ6 mm³

elastic section modulus

Z_x

6.69ᴇ6 mm³

plastic section modulus

r_x

308 mm

radius of gyration

383 mm

distance from edge to centroidal axis

y_p

383 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

75.1ᴇ6 mm⁴

moment of inertia

S_y

563,000 mm³

elastic section modulus

Z_y

884,000 mm³

plastic section modulus

r_y

56.5 mm

radius of gyration

133 mm

distance from edge to centroidal axis

x_p

134 mm

horizontal distance from edge to plastic neutral axis

Torsion

3.33ᴇ6 mm⁴

torsional constant

C_w

10.3ᴇ12 mm⁶

warping constant

W_no

49,600 mm²

normalized warping function

S_w1

78.1ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

994 kN-m

available flexural strength

V_n

Ω_v

1,130 kN

available shear strength

W_max

2,270 kN

maximum uniform load

Open in beam calculator →

P_max

1,300 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

131 kN-m

available flexural strength

V_n

Ω_v

1,120 kN

available shear strength

W_max

345 kN

maximum uniform load

Open in beam calculator →

P_max

172 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,490 kN

available tensile strength

P_n

Ω_c

3,000 kN

available compressive strength

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