W 410x100 W 16x67

Canada

Dimensions

415 mm

depth

260 mm

flange width

T_f

16.9 mm

flange thickness

10 mm

web thickness

Secondary Dimensions

P_B

1,850 mm

perimeter

k_des

39 mm

design distance including flange thickness and web fillet

Properties

Mass

100 kg/m

weight

12,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

130 mm

shear center distance to edge

x-x Axis

I_x

404ᴇ6 mm⁴

moment of inertia

S_x

1.95ᴇ6 mm³

elastic section modulus

Z_x

2.16ᴇ6 mm³

plastic section modulus

r_x

177 mm

radius of gyration

207 mm

distance from edge to centroidal axis

y_p

207 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

49.6ᴇ6 mm⁴

moment of inertia

S_y

381,000 mm³

elastic section modulus

Z_y

583,000 mm³

plastic section modulus

r_y

62 mm

radius of gyration

130 mm

distance from edge to centroidal axis

x_p

130 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.09ᴇ6 mm⁴

torsional constant

C_w

1.96ᴇ12 mm⁶

warping constant

W_no

25,900 mm²

normalized warping function

S_w1

28.4ᴇ6 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

321 kN-m

available flexural strength

V_n

Ω_v

412 kN

available shear strength

W_max

824 kN

maximum uniform load

Open in beam calculator →

P_max

421 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

86.7 kN-m

available flexural strength

V_n

Ω_v

784 kN

available shear strength

W_max

227 kN

maximum uniform load

Open in beam calculator →

P_max

114 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,920 kN

available tensile strength

P_n

Ω_c

1,690 kN

available compressive strength

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