W 760x531 W 30x357

Canada

Dimensions

833 mm

depth

393 mm

flange width

T_f

56.9 mm

flange thickness

31.5 mm

web thickness

Secondary Dimensions

P_B

3,180 mm

perimeter

k_des

78 mm

design distance including flange thickness and web fillet

Properties

Mass

531 kg/m

weight

67,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

197 mm

shear center distance to edge

x-x Axis

I_x

7.77ᴇ9 mm⁴

moment of inertia

S_x

18.6ᴇ6 mm³

elastic section modulus

Z_x

21.6ᴇ6 mm³

plastic section modulus

r_x

339 mm

radius of gyration

416 mm

distance from edge to centroidal axis

y_p

416 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

578ᴇ6 mm⁴

moment of inertia

S_y

2.94ᴇ6 mm³

elastic section modulus

Z_y

4.58ᴇ6 mm³

plastic section modulus

r_y

92.4 mm

radius of gyration

196 mm

distance from edge to centroidal axis

x_p

197 mm

horizontal distance from edge to plastic neutral axis

Torsion

55.6ᴇ6 mm⁴

torsional constant

C_w

87ᴇ12 mm⁶

warping constant

W_no

76,300 mm²

normalized warping function

S_w1

426ᴇ6 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

3,210 kN-m

available flexural strength

V_n

Ω_v

2,610 kN

available shear strength

W_max

5,210 kN

maximum uniform load

Open in beam calculator →

P_max

4,210 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

681 kN-m

available flexural strength

V_n

Ω_v

3,990 kN

available shear strength

W_max

1,790 kN

maximum uniform load

Open in beam calculator →

P_max

893 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

10,100 kN

available tensile strength

P_n

Ω_c

9,500 kN

available compressive strength

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