W 690x323 W 27x217

Canada

Dimensions

722 mm

depth

359 mm

flange width

T_f

38.1 mm

flange thickness

21.1 mm

web thickness

Secondary Dimensions

P_B

2,840 mm

perimeter

k_des

60 mm

design distance including flange thickness and web fillet

Properties

Mass

323 kg/m

weight

41,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

180 mm

shear center distance to edge

x-x Axis

I_x

3.71ᴇ9 mm⁴

moment of inertia

S_x

10.3ᴇ6 mm³

elastic section modulus

Z_x

11.7ᴇ6 mm³

plastic section modulus

r_x

300 mm

radius of gyration

361 mm

distance from edge to centroidal axis

y_p

361 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

294ᴇ6 mm⁴

moment of inertia

S_y

1.64ᴇ6 mm³

elastic section modulus

Z_y

2.53ᴇ6 mm³

plastic section modulus

r_y

84.4 mm

radius of gyration

180 mm

distance from edge to centroidal axis

x_p

179 mm

horizontal distance from edge to plastic neutral axis

Torsion

15.7ᴇ6 mm⁴

torsional constant

C_w

34.4ᴇ12 mm⁶

warping constant

W_no

61,400 mm²

normalized warping function

S_w1

210ᴇ6 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

1,740 kN-m

available flexural strength

V_n

Ω_v

1,510 kN

available shear strength

W_max

3,030 kN

maximum uniform load

Open in beam calculator →

P_max

2,280 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

376 kN-m

available flexural strength

V_n

Ω_v

2,440 kN

available shear strength

W_max

987 kN

maximum uniform load

Open in beam calculator →

P_max

493 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

6,140 kN

available tensile strength

P_n

Ω_c

5,730 kN

available compressive strength

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