W 690x240 W 27x161

Canada

Dimensions

701 mm

depth

356 mm

flange width

T_f

27.4 mm

flange thickness

16.8 mm

web thickness

Secondary Dimensions

P_B

2,790 mm

perimeter

k_des

49 mm

design distance including flange thickness and web fillet

Properties

Mass

240 kg/m

weight

30,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

178 mm

shear center distance to edge

x-x Axis

I_x

2.63ᴇ9 mm⁴

moment of inertia

S_x

7.49ᴇ6 mm³

elastic section modulus

Z_x

8.43ᴇ6 mm³

plastic section modulus

r_x

292 mm

radius of gyration

350 mm

distance from edge to centroidal axis

y_p

351 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

206ᴇ6 mm⁴

moment of inertia

S_y

1.16ᴇ6 mm³

elastic section modulus

Z_y

1.79ᴇ6 mm³

plastic section modulus

r_y

82 mm

radius of gyration

178 mm

distance from edge to centroidal axis

x_p

178 mm

horizontal distance from edge to plastic neutral axis

Torsion

6.27ᴇ6 mm⁴

torsional constant

C_w

23.4ᴇ12 mm⁶

warping constant

W_no

60,000 mm²

normalized warping function

S_w1

146ᴇ6 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

1,250 kN-m

available flexural strength

V_n

Ω_v

1,170 kN

available shear strength

W_max

2,340 kN

maximum uniform load

Open in beam calculator →

P_max

1,640 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

266 kN-m

available flexural strength

V_n

Ω_v

1,740 kN

available shear strength

W_max

698 kN

maximum uniform load

Open in beam calculator →

P_max

349 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,560 kN

available tensile strength

P_n

Ω_c

4,240 kN

available compressive strength

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