W 530x150 W 21x101

Canada

Dimensions

543 mm

depth

312 mm

flange width

T_f

20.3 mm

flange thickness

12.7 mm

web thickness

Secondary Dimensions

P_B

2,310 mm

perimeter

k_des

42 mm

design distance including flange thickness and web fillet

Properties

Mass

150 kg/m

weight

19,200 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

156 mm

shear center distance to edge

x-x Axis

I_x

1.01ᴇ9 mm⁴

moment of inertia

S_x

3.71ᴇ6 mm³

elastic section modulus

Z_x

4.15ᴇ6 mm³

plastic section modulus

r_x

229 mm

radius of gyration

272 mm

distance from edge to centroidal axis

y_p

272 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

103ᴇ6 mm⁴

moment of inertia

S_y

659,000 mm³

elastic section modulus

Z_y

1.01ᴇ6 mm³

plastic section modulus

r_y

73.2 mm

radius of gyration

156 mm

distance from edge to centroidal axis

x_p

156 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.16ᴇ6 mm⁴

torsional constant

C_w

7.03ᴇ12 mm⁶

warping constant

W_no

40,800 mm²

normalized warping function

S_w1

64.6ᴇ6 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

617 kN-m

available flexural strength

V_n

Ω_v

685 kN

available shear strength

W_max

1,370 kN

maximum uniform load

Open in beam calculator →

P_max

809 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

150 kN-m

available flexural strength

V_n

Ω_v

1,130 kN

available shear strength

W_max

394 kN

maximum uniform load

Open in beam calculator →

P_max

197 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,850 kN

available tensile strength

P_n

Ω_c

2,600 kN

available compressive strength

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