W 690x457 W 27x307

Canada

Dimensions

752 mm

depth

367 mm

flange width

T_f

53.1 mm

flange thickness

29.5 mm

web thickness

Secondary Dimensions

P_B

2,910 mm

perimeter

k_des

75 mm

design distance including flange thickness and web fillet

Properties

Mass

457 kg/m

weight

58,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

183 mm

shear center distance to edge

x-x Axis

I_x

5.47ᴇ9 mm⁴

moment of inertia

S_x

14.5ᴇ6 mm³

elastic section modulus

Z_x

16.8ᴇ6 mm³

plastic section modulus

r_x

306 mm

radius of gyration

376 mm

distance from edge to centroidal axis

y_p

376 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

439ᴇ6 mm⁴

moment of inertia

S_y

2.39ᴇ6 mm³

elastic section modulus

Z_y

3.72ᴇ6 mm³

plastic section modulus

r_y

86.7 mm

radius of gyration

184 mm

distance from edge to centroidal axis

x_p

183 mm

horizontal distance from edge to plastic neutral axis

Torsion

42.3ᴇ6 mm⁴

torsional constant

C_w

53.6ᴇ12 mm⁶

warping constant

W_no

64,100 mm²

normalized warping function

S_w1

312ᴇ6 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

2,500 kN-m

available flexural strength

V_n

Ω_v

2,200 kN

available shear strength

W_max

4,410 kN

maximum uniform load

Open in beam calculator →

P_max

3,280 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

553 kN-m

available flexural strength

V_n

Ω_v

3,480 kN

available shear strength

W_max

1,450 kN

maximum uniform load

Open in beam calculator →

P_max

726 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

8,680 kN

available tensile strength

P_n

Ω_c

8,130 kN

available compressive strength

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