W 760x284 W 30x191

Canada

Dimensions

779 mm

depth

382 mm

flange width

T_f

30.1 mm

flange thickness

18 mm

web thickness

Secondary Dimensions

P_B

3,050 mm

perimeter

k_des

52 mm

design distance including flange thickness and web fillet

Properties

Mass

284 kg/m

weight

36,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

191 mm

shear center distance to edge

x-x Axis

I_x

3.83ᴇ9 mm⁴

moment of inertia

S_x

9.82ᴇ6 mm³

elastic section modulus

Z_x

11.1ᴇ6 mm³

plastic section modulus

r_x

325 mm

radius of gyration

389 mm

distance from edge to centroidal axis

y_p

390 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

280ᴇ6 mm⁴

moment of inertia

S_y

1.47ᴇ6 mm³

elastic section modulus

Z_y

2.26ᴇ6 mm³

plastic section modulus

r_y

87.9 mm

radius of gyration

191 mm

distance from edge to centroidal axis

x_p

191 mm

horizontal distance from edge to plastic neutral axis

Torsion

8.75ᴇ6 mm⁴

torsional constant

C_w

39.3ᴇ12 mm⁶

warping constant

W_no

71,500 mm²

normalized warping function

S_w1

206ᴇ6 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

1,650 kN-m

available flexural strength

V_n

Ω_v

1,390 kN

available shear strength

W_max

2,780 kN

maximum uniform load

Open in beam calculator →

P_max

2,170 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

336 kN-m

available flexural strength

V_n

Ω_v

2,050 kN

available shear strength

W_max

882 kN

maximum uniform load

Open in beam calculator →

P_max

441 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,400 kN

available tensile strength

P_n

Ω_c

5,060 kN

available compressive strength

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