W 690x217 W 27x146

Canada

Dimensions

695 mm

depth

355 mm

flange width

T_f

24.8 mm

flange thickness

15.4 mm

web thickness

Secondary Dimensions

P_B

2,780 mm

perimeter

k_des

47 mm

design distance including flange thickness and web fillet

Properties

Mass

217 kg/m

weight

27,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

177 mm

shear center distance to edge

x-x Axis

I_x

2.36ᴇ9 mm⁴

moment of inertia

S_x

6.79ᴇ6 mm³

elastic section modulus

Z_x

7.61ᴇ6 mm³

plastic section modulus

r_x

291 mm

radius of gyration

348 mm

distance from edge to centroidal axis

y_p

348 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

185ᴇ6 mm⁴

moment of inertia

S_y

1.04ᴇ6 mm³

elastic section modulus

Z_y

1.61ᴇ6 mm³

plastic section modulus

r_y

81.5 mm

radius of gyration

178 mm

distance from edge to centroidal axis

x_p

177 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.72ᴇ6 mm⁴

torsional constant

C_w

20.8ᴇ12 mm⁶

warping constant

W_no

59,500 mm²

normalized warping function

S_w1

131ᴇ6 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

1,130 kN-m

available flexural strength

V_n

Ω_v

1,060 kN

available shear strength

W_max

2,130 kN

maximum uniform load

Open in beam calculator →

P_max

1,480 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

239 kN-m

available flexural strength

V_n

Ω_v

1,570 kN

available shear strength

W_max

628 kN

maximum uniform load

Open in beam calculator →

P_max

314 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

4,150 kN

available tensile strength

P_n

Ω_c

3,850 kN

available compressive strength

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