W 920x289 W 36x194

Canada

Dimensions

927 mm

depth

308 mm

flange width

T_f

32 mm

flange thickness

19.4 mm

web thickness

Secondary Dimensions

P_B

3,050 mm

perimeter

k_des

54 mm

design distance including flange thickness and web fillet

Properties

Mass

289 kg/m

weight

36,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

154 mm

shear center distance to edge

x-x Axis

I_x

5.05ᴇ9 mm⁴

moment of inertia

S_x

10.9ᴇ6 mm³

elastic section modulus

Z_x

12.6ᴇ6 mm³

plastic section modulus

r_x

370 mm

radius of gyration

463 mm

distance from edge to centroidal axis

y_p

464 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

156ᴇ6 mm⁴

moment of inertia

S_y

1.02ᴇ6 mm³

elastic section modulus

Z_y

1.6ᴇ6 mm³

plastic section modulus

r_y

65.2 mm

radius of gyration

154 mm

distance from edge to centroidal axis

x_p

154 mm

horizontal distance from edge to plastic neutral axis

Torsion

9.23ᴇ6 mm⁴

torsional constant

C_w

31.3ᴇ12 mm⁶

warping constant

W_no

68,900 mm²

normalized warping function

S_w1

170ᴇ6 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

1,870 kN-m

available flexural strength

V_n

Ω_v

1,790 kN

available shear strength

W_max

3,570 kN

maximum uniform load

Open in beam calculator →

P_max

2,460 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

238 kN-m

available flexural strength

V_n

Ω_v

1,760 kN

available shear strength

W_max

624 kN

maximum uniform load

Open in beam calculator →

P_max

312 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,470 kN

available tensile strength

P_n

Ω_c

4,880 kN

available compressive strength

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