W 410x114 W 16x77

Canada

Dimensions

420 mm

depth

261 mm

flange width

T_f

19.3 mm

flange thickness

11.6 mm

web thickness

Secondary Dimensions

P_B

1,860 mm

perimeter

k_des

41 mm

design distance including flange thickness and web fillet

Properties

Mass

114 kg/m

weight

14,800 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

468ᴇ6 mm⁴

moment of inertia

S_x

2.23ᴇ6 mm³

elastic section modulus

Z_x

2.49ᴇ6 mm³

plastic section modulus

r_x

178 mm

radius of gyration

210 mm

distance from edge to centroidal axis

y_p

210 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

57.3ᴇ6 mm⁴

moment of inertia

S_y

439,000 mm³

elastic section modulus

Z_y

673,000 mm³

plastic section modulus

r_y

62.3 mm

radius of gyration

130 mm

distance from edge to centroidal axis

x_p

131 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.61ᴇ6 mm⁴

torsional constant

C_w

2.3ᴇ12 mm⁶

warping constant

W_no

26,100 mm²

normalized warping function

S_w1

32.9ᴇ6 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

370 kN-m

available flexural strength

V_n

Ω_v

484 kN

available shear strength

W_max

967 kN

maximum uniform load

Open in beam calculator →

P_max

486 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

100 kN-m

available flexural strength

V_n

Ω_v

898 kN

available shear strength

W_max

263 kN

maximum uniform load

Open in beam calculator →

P_max

131 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,200 kN

available tensile strength

P_n

Ω_c

1,940 kN

available compressive strength

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