W 920x344 W 36x231

Canada

Dimensions

927 mm

depth

418 mm

flange width

T_f

32 mm

flange thickness

19.3 mm

web thickness

Secondary Dimensions

P_B

3,490 mm

perimeter

k_des

64 mm

design distance including flange thickness and web fillet

Properties

Mass

344 kg/m

weight

43,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

209 mm

shear center distance to edge

x-x Axis

I_x

6.48ᴇ9 mm⁴

moment of inertia

S_x

14ᴇ6 mm³

elastic section modulus

Z_x

15.8ᴇ6 mm³

plastic section modulus

r_x

384 mm

radius of gyration

464 mm

distance from edge to centroidal axis

y_p

463 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

390ᴇ6 mm⁴

moment of inertia

S_y

1.87ᴇ6 mm³

elastic section modulus

Z_y

2.88ᴇ6 mm³

plastic section modulus

r_y

94.3 mm

radius of gyration

209 mm

distance from edge to centroidal axis

x_p

209 mm

horizontal distance from edge to plastic neutral axis

Torsion

11.9ᴇ6 mm⁴

torsional constant

C_w

78.1ᴇ12 mm⁶

warping constant

W_no

93,500 mm²

normalized warping function

S_w1

313ᴇ6 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

2,350 kN-m

available flexural strength

V_n

Ω_v

1,780 kN

available shear strength

W_max

3,550 kN

maximum uniform load

Open in beam calculator →

P_max

3,080 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

428 kN-m

available flexural strength

V_n

Ω_v

2,390 kN

available shear strength

W_max

1,120 kN

maximum uniform load

Open in beam calculator →

P_max

562 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,520 kN

available tensile strength

P_n

Ω_c

6,180 kN

available compressive strength

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