W 920x725 W 36x487

Canada

Dimensions

999 mm

depth

434 mm

flange width

T_f

68.1 mm

flange thickness

38.1 mm

web thickness

Secondary Dimensions

P_B

3,660 mm

perimeter

k_des

100 mm

design distance including flange thickness and web fillet

Properties

Mass

725 kg/m

weight

92,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

217 mm

shear center distance to edge

x-x Axis

I_x

15ᴇ9 mm⁴

moment of inertia

S_x

29.9ᴇ6 mm³

elastic section modulus

Z_x

34.8ᴇ6 mm³

plastic section modulus

r_x

402 mm

radius of gyration

499 mm

distance from edge to centroidal axis

y_p

500 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

932ᴇ6 mm⁴

moment of inertia

S_y

4.3ᴇ6 mm³

elastic section modulus

Z_y

6.74ᴇ6 mm³

plastic section modulus

r_y

100 mm

radius of gyration

217 mm

distance from edge to centroidal axis

x_p

217 mm

horizontal distance from edge to plastic neutral axis

Torsion

107ᴇ6 mm⁴

torsional constant

C_w

202ᴇ12 mm⁶

warping constant

W_no

101,000 mm²

normalized warping function

S_w1

746ᴇ6 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

5,170 kN-m

available flexural strength

V_n

Ω_v

3,780 kN

available shear strength

W_max

7,560 kN

maximum uniform load

Open in beam calculator →

P_max

6,790 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1,000 kN-m

available flexural strength

V_n

Ω_v

5,270 kN

available shear strength

W_max

2,630 kN

maximum uniform load

Open in beam calculator →

P_max

1,310 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

13,700 kN

available tensile strength

P_n

Ω_c

13,100 kN

available compressive strength

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