W 920x449 W 36x302

United States

Dimensions

947 mm

depth

d_det

949 mm

depth (detailing value)

424 mm

flange width

b_f,det

422 mm

flange width (detailing value)

t_f

42.7 mm

flange thickness

t_f,det

42.9 mm

flange thickness (detailing value)

t_w

24 mm

web thickness

t_w,det

23.8 mm

web thickness (detailing value)

Secondary Dimensions

797 mm

depth between fillets

P_B

3,510 mm

perimeter

k_des

66.8 mm

design distance including flange thickness and web fillet

k_det

76.2 mm

detailing distance including flange thickness and web fillet

k₁

42.9 mm

distance from web center to flange fillet

Properties

449 kg/m

weight

57,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

212 mm

shear center distance to edge

r_ts

115 mm

effective radius of gyration

x-x Axis

I_x

8.78ᴇ9 mm⁴

moment of inertia

S_x

18.5ᴇ6 mm³

elastic section modulus

Z_x

21ᴇ6 mm³

plastic section modulus

r_x

391 mm

radius of gyration

474 mm

distance from edge to centroidal axis

y_p

474 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

541ᴇ6 mm⁴

moment of inertia

S_y

2.56ᴇ6 mm³

elastic section modulus

Z_y

3.95ᴇ6 mm³

plastic section modulus

r_y

97 mm

radius of gyration

212 mm

distance from edge to centroidal axis

x_p

212 mm

horizontal distance from edge to plastic neutral axis

Torsion

26.8ᴇ6 mm⁴

torsional constant

C_w

111ᴇ12 mm⁶

warping constant

W_no

95,900 mm²

normalized warping function

S_w1

434ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

12.7 mm

detailing value of web thickness divided by 2

P_A

3,070 mm

perimeter minus one flange surface

b_f

2t_f

4.96

slenderness ratio

t_w

33.9

slenderness ratio

Q_f

3.85ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

10.4ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

904 mm

distance between the flange centroids

WG_i

190 mm

workable gage for inner flange holes

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

345 N/mm²

yield strength

F_u

448 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

4,330 kN-m

available flexural strength

V_n

Ω_v

3,140 kN

available shear strength

W_max

6,270 kN

maximum uniform load

Open in beam calculator →

P_max

5,680 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

815 kN-m

available flexural strength

V_n

Ω_v

4,480 kN

available shear strength

W_max

2,140 kN

maximum uniform load

Open in beam calculator →

P_max

1,070 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

9,650 kN

available tensile strength

P_n

Ω_c

11,000 kN

available compressive strength

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