W 690x125 W 27x84

Canada

Dimensions

678 mm

depth

253 mm

flange width

T_f

16.3 mm

flange thickness

11.7 mm

web thickness

Secondary Dimensions

P_B

2,340 mm

perimeter

k_des

38 mm

design distance including flange thickness and web fillet

Properties

Mass

125 kg/m

weight

16,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

126 mm

shear center distance to edge

x-x Axis

I_x

1.19ᴇ9 mm⁴

moment of inertia

S_x

3.5ᴇ6 mm³

elastic section modulus

Z_x

4.01ᴇ6 mm³

plastic section modulus

r_x

272 mm

radius of gyration

339 mm

distance from edge to centroidal axis

y_p

339 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

44.1ᴇ6 mm⁴

moment of inertia

S_y

349,000 mm³

elastic section modulus

Z_y

546,000 mm³

plastic section modulus

r_y

52.5 mm

radius of gyration

126 mm

distance from edge to centroidal axis

x_p

126 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.18ᴇ6 mm⁴

torsional constant

C_w

4.83ᴇ12 mm⁶

warping constant

W_no

41,900 mm²

normalized warping function

S_w1

43.1ᴇ6 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

596 kN-m

available flexural strength

V_n

Ω_v

788 kN

available shear strength

W_max

1,560 kN

maximum uniform load

Open in beam calculator →

P_max

782 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

81.2 kN-m

available flexural strength

V_n

Ω_v

736 kN

available shear strength

W_max

213 kN

maximum uniform load

Open in beam calculator →

P_max

106 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,380 kN

available tensile strength

P_n

Ω_c

1,990 kN

available compressive strength

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