W 360x382 W 14x257

Canada

Dimensions

416 mm

depth

406 mm

flange width

T_f

48 mm

flange thickness

29.8 mm

web thickness

Secondary Dimensions

P_B

2,400 mm

perimeter

k_des

80 mm

design distance including flange thickness and web fillet

Properties

Mass

382 kg/m

weight

48,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

203 mm

shear center distance to edge

x-x Axis

I_x

1.41ᴇ9 mm⁴

moment of inertia

S_x

6.79ᴇ6 mm³

elastic section modulus

Z_x

7.97ᴇ6 mm³

plastic section modulus

r_x

170 mm

radius of gyration

208 mm

distance from edge to centroidal axis

y_p

208 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

536ᴇ6 mm⁴

moment of inertia

S_y

2.64ᴇ6 mm³

elastic section modulus

Z_y

4.03ᴇ6 mm³

plastic section modulus

r_y

105 mm

radius of gyration

203 mm

distance from edge to centroidal axis

x_p

203 mm

horizontal distance from edge to plastic neutral axis

Torsion

32.9ᴇ6 mm⁴

torsional constant

C_w

18.2ᴇ12 mm⁶

warping constant

W_no

37,400 mm²

normalized warping function

S_w1

182ᴇ6 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

1,180 kN-m

available flexural strength

V_n

Ω_v

1,230 kN

available shear strength

W_max

2,460 kN

maximum uniform load

Open in beam calculator →

P_max

1,550 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

599 kN-m

available flexural strength

V_n

Ω_v

3,480 kN

available shear strength

W_max

1,570 kN

maximum uniform load

Open in beam calculator →

P_max

786 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

7,240 kN

available tensile strength

P_n

Ω_c

6,920 kN

available compressive strength

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