W 920x537 W 36x361

United States

Dimensions

965 mm

depth

d_det

965 mm

depth (detailing value)

424 mm

flange width

b_f,det

425 mm

flange width (detailing value)

t_f

51.1 mm

flange thickness

t_f,det

50.8 mm

flange thickness (detailing value)

t_w

28.4 mm

web thickness

t_w,det

28.6 mm

web thickness (detailing value)

Secondary Dimensions

797 mm

depth between fillets

P_B

3,530 mm

perimeter

k_des

75.2 mm

design distance including flange thickness and web fillet

k_det

84.1 mm

detailing distance including flange thickness and web fillet

k₁

44.4 mm

distance from web center to flange fillet

Properties

537 kg/m

weight

68,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

212 mm

shear center distance to edge

r_ts

116 mm

effective radius of gyration

x-x Axis

I_x

10.7ᴇ9 mm⁴

moment of inertia

S_x

22.1ᴇ6 mm³

elastic section modulus

Z_x

25.4ᴇ6 mm³

plastic section modulus

r_x

396 mm

radius of gyration

483 mm

distance from edge to centroidal axis

y_p

483 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

653ᴇ6 mm⁴

moment of inertia

S_y

3.08ᴇ6 mm³

elastic section modulus

Z_y

4.8ᴇ6 mm³

plastic section modulus

r_y

97.8 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

45.4ᴇ6 mm⁴

torsional constant

C_w

137ᴇ12 mm⁶

warping constant

W_no

96,900 mm²

normalized warping function

S_w1

525ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

14.3 mm

detailing value of web thickness divided by 2

P_A

3,100 mm

perimeter minus one flange surface

b_f

2t_f

4.16

slenderness ratio

t_w

28.6

slenderness ratio

Q_f

4.62ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

12.6ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

914 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

5,240 kN-m

available flexural strength

V_n

Ω_v

3,790 kN

available shear strength

W_max

7,570 kN

maximum uniform load

Open in beam calculator →

P_max

6,880 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

991 kN-m

available flexural strength

V_n

Ω_v

5,360 kN

available shear strength

W_max

2,600 kN

maximum uniform load

Open in beam calculator →

P_max

1,300 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

11,500 kN

available tensile strength

P_n

Ω_c

13,100 kN

available compressive strength

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