W 690x265 W 27x178

Canada

Dimensions

706 mm

depth

358 mm

flange width

T_f

30.2 mm

flange thickness

18.4 mm

web thickness

Secondary Dimensions

P_B

2,810 mm

perimeter

k_des

52 mm

design distance including flange thickness and web fillet

Properties

Mass

265 kg/m

weight

33,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

179 mm

shear center distance to edge

x-x Axis

I_x

2.92ᴇ9 mm⁴

moment of inertia

S_x

8.27ᴇ6 mm³

elastic section modulus

Z_x

9.33ᴇ6 mm³

plastic section modulus

r_x

294 mm

radius of gyration

353 mm

distance from edge to centroidal axis

y_p

353 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

231ᴇ6 mm⁴

moment of inertia

S_y

1.29ᴇ6 mm³

elastic section modulus

Z_y

1.99ᴇ6 mm³

plastic section modulus

r_y

82.7 mm

radius of gyration

179 mm

distance from edge to centroidal axis

x_p

179 mm

horizontal distance from edge to plastic neutral axis

Torsion

8.34ᴇ6 mm⁴

torsional constant

C_w

26.4ᴇ12 mm⁶

warping constant

W_no

60,500 mm²

normalized warping function

S_w1

163ᴇ6 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

1,390 kN-m

available flexural strength

V_n

Ω_v

1,290 kN

available shear strength

W_max

2,580 kN

maximum uniform load

Open in beam calculator →

P_max

1,820 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

296 kN-m

available flexural strength

V_n

Ω_v

1,930 kN

available shear strength

W_max

776 kN

maximum uniform load

Open in beam calculator →

P_max

388 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,020 kN

available tensile strength

P_n

Ω_c

4,680 kN

available compressive strength

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