HP 410x272 HP 16x183

United States

Dimensions

419 mm

depth

d_det

419 mm

depth (detailing value)

414 mm

flange width

b_f,det

419 mm

flange width (detailing value)

t_f

28.7 mm

flange thickness

t_f,det

28.6 mm

flange thickness (detailing value)

t_w

28.7 mm

web thickness

t_w,det

28.6 mm

web thickness (detailing value)

Secondary Dimensions

298 mm

depth between fillets

k_des

58.7 mm

design distance including flange thickness and web fillet

k_det

58.7 mm

detailing distance including flange thickness and web fillet

k₁

44.4 mm

distance from web center to flange fillet

Properties

272 kg/m

weight

34,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

207 mm

shear center distance to edge

r_ts

116 mm

effective radius of gyration

x-x Axis

I_x

1.04ᴇ9 mm⁴

moment of inertia

S_x

4.98ᴇ6 mm³

elastic section modulus

Z_x

5.72ᴇ6 mm³

plastic section modulus

r_x

173 mm

radius of gyration

210 mm

distance from edge to centroidal axis

y_p

210 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

340ᴇ6 mm⁴

moment of inertia

S_y

1.64ᴇ6 mm³

elastic section modulus

Z_y

2.56ᴇ6 mm³

plastic section modulus

r_y

98.8 mm

radius of gyration

207 mm

distance from edge to centroidal axis

x_p

207 mm

horizontal distance from edge to plastic neutral axis

Torsion

11.2ᴇ6 mm⁴

torsional constant

C_w

13ᴇ12 mm⁶

warping constant

W_no

40,400 mm²

normalized warping function

S_w1

120ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

14.3 mm

detailing value of web thickness divided by 2

b_f

2t_f

7.21

slenderness ratio

t_w

10.5

slenderness ratio

Q_f

1.07ᴇ6 mm³

statical moment at the flange above web vertical edge

Q_w

2.77ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

391 mm

distance between the flange centroids

WG_i

140 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

1,180 kN-m

available flexural strength

V_n

Ω_v

1,660 kN

available shear strength

W_max

3,100 kN

maximum uniform load

Open in beam calculator →

P_max

1,550 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

528 kN-m

available flexural strength

V_n

Ω_v

2,940 kN

available shear strength

W_max

1,390 kN

maximum uniform load

Open in beam calculator →

P_max

693 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

5,870 kN

available tensile strength

P_n

Ω_c

6,720 kN

available compressive strength

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