W 410x54 W 16x36

Canada

Dimensions

403 mm

depth

177 mm

flange width

T_f

10.9 mm

flange thickness

7.5 mm

web thickness

Secondary Dimensions

P_B

1,500 mm

perimeter

k_des

28 mm

design distance including flange thickness and web fillet

Properties

Mass

54 kg/m

weight

6,810 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

88.5 mm

shear center distance to edge

x-x Axis

I_x

186ᴇ6 mm⁴

moment of inertia

S_x

924,000 mm³

elastic section modulus

Z_x

1.05ᴇ6 mm³

plastic section modulus

r_x

165 mm

radius of gyration

202 mm

distance from edge to centroidal axis

y_p

202 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

10.1ᴇ6 mm⁴

moment of inertia

S_y

114,000 mm³

elastic section modulus

Z_y

177,000 mm³

plastic section modulus

r_y

38.5 mm

radius of gyration

88.5 mm

distance from edge to centroidal axis

x_p

88.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

226,000 mm⁴

torsional constant

C_w

388ᴇ9 mm⁶

warping constant

W_no

17,400 mm²

normalized warping function

S_w1

8.37ᴇ6 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

156 kN-m

available flexural strength

V_n

Ω_v

300 kN

available shear strength

W_max

410 kN

maximum uniform load

Open in beam calculator →

P_max

205 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

26.3 kN-m

available flexural strength

V_n

Ω_v

344 kN

available shear strength

W_max

69 kN

maximum uniform load

Open in beam calculator →

P_max

34.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,010 kN

available tensile strength

P_n

Ω_c

728 kN

available compressive strength

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