W 920x656 W 36x441

United States

Dimensions

988 mm

depth

d_det

987 mm

depth (detailing value)

432 mm

flange width

b_f,det

432 mm

flange width (detailing value)

t_f

62 mm

flange thickness

t_f,det

61.9 mm

flange thickness (detailing value)

t_w

34.5 mm

web thickness

t_w,det

34.9 mm

web thickness (detailing value)

Secondary Dimensions

797 mm

depth between fillets

P_B

3,580 mm

perimeter

k_des

86.1 mm

design distance including flange thickness and web fillet

k_det

95.2 mm

detailing distance including flange thickness and web fillet

k₁

47.6 mm

distance from web center to flange fillet

Properties

656 kg/m

weight

83,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

216 mm

shear center distance to edge

r_ts

119 mm

effective radius of gyration

x-x Axis

I_x

13.4ᴇ9 mm⁴

moment of inertia

S_x

27ᴇ6 mm³

elastic section modulus

Z_x

31.3ᴇ6 mm³

plastic section modulus

r_x

399 mm

radius of gyration

494 mm

distance from edge to centroidal axis

y_p

494 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

828ᴇ6 mm⁴

moment of inertia

S_y

3.85ᴇ6 mm³

elastic section modulus

Z_y

6.03ᴇ6 mm³

plastic section modulus

r_y

99.6 mm

radius of gyration

216 mm

distance from edge to centroidal axis

x_p

216 mm

horizontal distance from edge to plastic neutral axis

Torsion

80.7ᴇ6 mm⁴

torsional constant

C_w

178ᴇ12 mm⁶

warping constant

W_no

100,000 mm²

normalized warping function

S_w1

669ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

17.5 mm

detailing value of web thickness divided by 2

P_A

3,150 mm

perimeter minus one flange surface

b_f

2t_f

3.48

slenderness ratio

t_w

23.6

slenderness ratio

Q_f

5.69ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

15.6ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

927 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

6,460 kN-m

available flexural strength

V_n

Ω_v

4,710 kN

available shear strength

W_max

9,410 kN

maximum uniform load

Open in beam calculator →

P_max

8,480 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1,240 kN-m

available flexural strength

V_n

Ω_v

6,630 kN

available shear strength

W_max

3,270 kN

maximum uniform load

Open in beam calculator →

P_max

1,630 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

14,100 kN

available tensile strength

P_n

Ω_c

16,200 kN

available compressive strength

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