W 920x787 W 36x529

Canada

Dimensions

1,010 mm

depth

437 mm

flange width

T_f

73.9 mm

flange thickness

40.9 mm

web thickness

Secondary Dimensions

P_B

3,690 mm

perimeter

k_des

105 mm

design distance including flange thickness and web fillet

Properties

Mass

787 kg/m

weight

100,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

219 mm

shear center distance to edge

x-x Axis

I_x

16.5ᴇ9 mm⁴

moment of inertia

S_x

32.6ᴇ6 mm³

elastic section modulus

Z_x

38.1ᴇ6 mm³

plastic section modulus

r_x

405 mm

radius of gyration

505 mm

distance from edge to centroidal axis

y_p

505 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.03ᴇ9 mm⁴

moment of inertia

S_y

4.73ᴇ6 mm³

elastic section modulus

Z_y

7.43ᴇ6 mm³

plastic section modulus

r_y

101 mm

radius of gyration

218 mm

distance from edge to centroidal axis

x_p

218 mm

horizontal distance from edge to plastic neutral axis

Torsion

136ᴇ6 mm⁴

torsional constant

C_w

227ᴇ12 mm⁶

warping constant

W_no

102,000 mm²

normalized warping function

S_w1

827ᴇ6 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

5,660 kN-m

available flexural strength

V_n

Ω_v

4,110 kN

available shear strength

W_max

8,210 kN

maximum uniform load

Open in beam calculator →

P_max

7,430 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1,100 kN-m

available flexural strength

V_n

Ω_v

5,760 kN

available shear strength

W_max

2,900 kN

maximum uniform load

Open in beam calculator →

P_max

1,450 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

14,900 kN

available tensile strength

P_n

Ω_c

14,200 kN

available compressive strength

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