W 920x491 W 36x330

Canada

Dimensions

957 mm

depth

422 mm

flange width

T_f

47 mm

flange thickness

25.9 mm

web thickness

Secondary Dimensions

P_B

3,550 mm

perimeter

k_des

79 mm

design distance including flange thickness and web fillet

Properties

Mass

491 kg/m

weight

62,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

211 mm

shear center distance to edge

x-x Axis

I_x

9.7ᴇ9 mm⁴

moment of inertia

S_x

20.3ᴇ6 mm³

elastic section modulus

Z_x

23.1ᴇ6 mm³

plastic section modulus

r_x

394 mm

radius of gyration

479 mm

distance from edge to centroidal axis

y_p

479 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

590ᴇ6 mm⁴

moment of inertia

S_y

2.8ᴇ6 mm³

elastic section modulus

Z_y

4.34ᴇ6 mm³

plastic section modulus

r_y

97.2 mm

radius of gyration

211 mm

distance from edge to centroidal axis

x_p

211 mm

horizontal distance from edge to plastic neutral axis

Torsion

35.1ᴇ6 mm⁴

torsional constant

C_w

122ᴇ12 mm⁶

warping constant

W_no

96,000 mm²

normalized warping function

S_w1

476ᴇ6 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

3,430 kN-m

available flexural strength

V_n

Ω_v

2,460 kN

available shear strength

W_max

4,920 kN

maximum uniform load

Open in beam calculator →

P_max

4,510 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

645 kN-m

available flexural strength

V_n

Ω_v

3,540 kN

available shear strength

W_max

1,690 kN

maximum uniform load

Open in beam calculator →

P_max

847 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

9,290 kN

available tensile strength

P_n

Ω_c

8,820 kN

available compressive strength

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