W 530x196 W 21x132

Canada

Dimensions

554 mm

depth

316 mm

flange width

T_f

26.3 mm

flange thickness

16.5 mm

web thickness

Secondary Dimensions

P_B

2,340 mm

perimeter

k_des

48 mm

design distance including flange thickness and web fillet

Properties

Mass

196 kg/m

weight

25,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

158 mm

shear center distance to edge

x-x Axis

I_x

1.34ᴇ9 mm⁴

moment of inertia

S_x

4.84ᴇ6 mm³

elastic section modulus

Z_x

5.46ᴇ6 mm³

plastic section modulus

r_x

231 mm

radius of gyration

277 mm

distance from edge to centroidal axis

y_p

277 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

139ᴇ6 mm⁴

moment of inertia

S_y

877,000 mm³

elastic section modulus

Z_y

1.35ᴇ6 mm³

plastic section modulus

r_y

74.4 mm

radius of gyration

158 mm

distance from edge to centroidal axis

x_p

158 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.7ᴇ6 mm⁴

torsional constant

C_w

9.64ᴇ12 mm⁶

warping constant

W_no

41,700 mm²

normalized warping function

S_w1

86.6ᴇ6 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

812 kN-m

available flexural strength

V_n

Ω_v

908 kN

available shear strength

W_max

1,820 kN

maximum uniform load

Open in beam calculator →

P_max

1,060 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

201 kN-m

available flexural strength

V_n

Ω_v

1,480 kN

available shear strength

W_max

527 kN

maximum uniform load

Open in beam calculator →

P_max

263 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,720 kN

available tensile strength

P_n

Ω_c

3,400 kN

available compressive strength

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