W 690x140 W 27x94

Canada

Dimensions

684 mm

depth

254 mm

flange width

T_f

18.9 mm

flange thickness

12.4 mm

web thickness

Secondary Dimensions

P_B

2,360 mm

perimeter

k_des

41 mm

design distance including flange thickness and web fillet

Properties

Mass

140 kg/m

weight

17,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

127 mm

shear center distance to edge

x-x Axis

I_x

1.36ᴇ9 mm⁴

moment of inertia

S_x

3.98ᴇ6 mm³

elastic section modulus

Z_x

4.55ᴇ6 mm³

plastic section modulus

r_x

276 mm

radius of gyration

342 mm

distance from edge to centroidal axis

y_p

342 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

51.7ᴇ6 mm⁴

moment of inertia

S_y

407,000 mm³

elastic section modulus

Z_y

636,000 mm³

plastic section modulus

r_y

53.9 mm

radius of gyration

127 mm

distance from edge to centroidal axis

x_p

127 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.67ᴇ6 mm⁴

torsional constant

C_w

5.72ᴇ12 mm⁶

warping constant

W_no

42,200 mm²

normalized warping function

S_w1

50.7ᴇ6 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

676 kN-m

available flexural strength

V_n

Ω_v

842 kN

available shear strength

W_max

1,680 kN

maximum uniform load

Open in beam calculator →

P_max

887 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

94.5 kN-m

available flexural strength

V_n

Ω_v

856 kN

available shear strength

W_max

248 kN

maximum uniform load

Open in beam calculator →

P_max

124 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,650 kN

available tensile strength

P_n

Ω_c

2,240 kN

available compressive strength

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