W 760x582 W 30x391

Canada

Dimensions

843 mm

depth

396 mm

flange width

T_f

62 mm

flange thickness

34.5 mm

web thickness

Secondary Dimensions

P_B

3,200 mm

perimeter

k_des

84 mm

design distance including flange thickness and web fillet

Properties

Mass

582 kg/m

weight

74,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

198 mm

shear center distance to edge

x-x Axis

I_x

8.62ᴇ9 mm⁴

moment of inertia

S_x

20.4ᴇ6 mm³

elastic section modulus

Z_x

23.8ᴇ6 mm³

plastic section modulus

r_x

341 mm

radius of gyration

422 mm

distance from edge to centroidal axis

y_p

421 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

644ᴇ6 mm⁴

moment of inertia

S_y

3.25ᴇ6 mm³

elastic section modulus

Z_y

5.08ᴇ6 mm³

plastic section modulus

r_y

93.2 mm

radius of gyration

198 mm

distance from edge to centroidal axis

x_p

198 mm

horizontal distance from edge to plastic neutral axis

Torsion

72.2ᴇ6 mm⁴

torsional constant

C_w

98.3ᴇ12 mm⁶

warping constant

W_no

77,300 mm²

normalized warping function

S_w1

475ᴇ6 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

3,540 kN-m

available flexural strength

V_n

Ω_v

2,890 kN

available shear strength

W_max

5,780 kN

maximum uniform load

Open in beam calculator →

P_max

4,640 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

755 kN-m

available flexural strength

V_n

Ω_v

4,380 kN

available shear strength

W_max

1,980 kN

maximum uniform load

Open in beam calculator →

P_max

991 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

11,000 kN

available tensile strength

P_n

Ω_c

10,400 kN

available compressive strength

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