W 920x588 W 36x395

Canada

Dimensions

976 mm

depth

427 mm

flange width

T_f

55.9 mm

flange thickness

31 mm

web thickness

Secondary Dimensions

P_B

3,600 mm

perimeter

k_des

87 mm

design distance including flange thickness and web fillet

Properties

Mass

588 kg/m

weight

75,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

214 mm

shear center distance to edge

x-x Axis

I_x

11.9ᴇ9 mm⁴

moment of inertia

S_x

24.3ᴇ6 mm³

elastic section modulus

Z_x

28ᴇ6 mm³

plastic section modulus

r_x

398 mm

radius of gyration

488 mm

distance from edge to centroidal axis

y_p

488 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

728ᴇ6 mm⁴

moment of inertia

S_y

3.41ᴇ6 mm³

elastic section modulus

Z_y

5.31ᴇ6 mm³

plastic section modulus

r_y

98.5 mm

radius of gyration

214 mm

distance from edge to centroidal axis

x_p

214 mm

horizontal distance from edge to plastic neutral axis

Torsion

59.1ᴇ6 mm⁴

torsional constant

C_w

154ᴇ12 mm⁶

warping constant

W_no

98,200 mm²

normalized warping function

S_w1

586ᴇ6 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

4,160 kN-m

available flexural strength

V_n

Ω_v

3,000 kN

available shear strength

W_max

6,010 kN

maximum uniform load

Open in beam calculator →

P_max

5,460 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

789 kN-m

available flexural strength

V_n

Ω_v

4,260 kN

available shear strength

W_max

2,070 kN

maximum uniform load

Open in beam calculator →

P_max

1,040 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

11,100 kN

available tensile strength

P_n

Ω_c

10,600 kN

available compressive strength

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