W 410x74 W 16x50

Canada

Dimensions

413 mm

depth

180 mm

flange width

T_f

16 mm

flange thickness

9.7 mm

web thickness

Secondary Dimensions

P_B

1,530 mm

perimeter

k_des

33 mm

design distance including flange thickness and web fillet

Properties

Mass

74 kg/m

weight

9,550 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

90 mm

shear center distance to edge

x-x Axis

I_x

275ᴇ6 mm⁴

moment of inertia

S_x

1.33ᴇ6 mm³

elastic section modulus

Z_x

1.51ᴇ6 mm³

plastic section modulus

r_x

170 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

15.6ᴇ6 mm⁴

moment of inertia

S_y

173,000 mm³

elastic section modulus

Z_y

269,000 mm³

plastic section modulus

r_y

40.4 mm

radius of gyration

90 mm

distance from edge to centroidal axis

x_p

90 mm

horizontal distance from edge to plastic neutral axis

Torsion

637,000 mm⁴

torsional constant

C_w

614ᴇ9 mm⁶

warping constant

W_no

17,900 mm²

normalized warping function

S_w1

12.9ᴇ6 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

224 kN-m

available flexural strength

V_n

Ω_v

398 kN

available shear strength

W_max

589 kN

maximum uniform load

Open in beam calculator →

P_max

295 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

40 kN-m

available flexural strength

V_n

Ω_v

514 kN

available shear strength

W_max

105 kN

maximum uniform load

Open in beam calculator →

P_max

52.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,420 kN

available tensile strength

P_n

Ω_c

1,050 kN

available compressive strength

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