W 920x588 W 36x395

United States

Dimensions

975 mm

depth

d_det

975 mm

depth (detailing value)

427 mm

flange width

b_f,det

429 mm

flange width (detailing value)

t_f

55.9 mm

flange thickness

t_f,det

55.6 mm

flange thickness (detailing value)

t_w

31 mm

web thickness

t_w,det

31.8 mm

web thickness (detailing value)

Secondary Dimensions

797 mm

depth between fillets

P_B

3,560 mm

perimeter

k_des

80 mm

design distance including flange thickness and web fillet

k_det

87.3 mm

detailing distance including flange thickness and web fillet

k₁

46 mm

distance from web center to flange fillet

Properties

588 kg/m

weight

74,800 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

213 mm

shear center distance to edge

r_ts

117 mm

effective radius of gyration

x-x Axis

I_x

11.9ᴇ9 mm⁴

moment of inertia

S_x

24.4ᴇ6 mm³

elastic section modulus

Z_x

28ᴇ6 mm³

plastic section modulus

r_x

399 mm

radius of gyration

488 mm

distance from edge to centroidal axis

y_p

488 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

728ᴇ6 mm⁴

moment of inertia

S_y

3.41ᴇ6 mm³

elastic section modulus

Z_y

5.33ᴇ6 mm³

plastic section modulus

r_y

98.6 mm

radius of gyration

213 mm

distance from edge to centroidal axis

x_p

213 mm

horizontal distance from edge to plastic neutral axis

Torsion

59.1ᴇ6 mm⁴

torsional constant

C_w

154ᴇ12 mm⁶

warping constant

W_no

98,100 mm²

normalized warping function

S_w1

585ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

15.9 mm

detailing value of web thickness divided by 2

P_A

3,120 mm

perimeter minus one flange surface

b_f

2t_f

3.83

slenderness ratio

t_w

26.3

slenderness ratio

Q_f

5.1ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

13.9ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

919 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

5,780 kN-m

available flexural strength

V_n

Ω_v

4,170 kN

available shear strength

W_max

8,340 kN

maximum uniform load

Open in beam calculator →

P_max

7,590 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

5,910 kN

available shear strength

W_max

2,890 kN

maximum uniform load

Open in beam calculator →

P_max

1,440 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

12,600 kN

available tensile strength

P_n

Ω_c

14,400 kN

available compressive strength

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