HP 410x151 HP 16x101

United States

Dimensions

394 mm

depth

d_det

394 mm

depth (detailing value)

401 mm

flange width

b_f,det

400 mm

flange width (detailing value)

t_f

15.9 mm

flange thickness

t_f,det

15.9 mm

flange thickness (detailing value)

t_w

15.9 mm

web thickness

t_w,det

15.9 mm

web thickness (detailing value)

r₁

27.9 mm

fillet radius

Secondary Dimensions

298 mm

depth between fillets

k_des

46 mm

design distance including flange thickness and web fillet

k_det

46 mm

detailing distance including flange thickness and web fillet

k₁

38.1 mm

distance from web center to flange fillet

Properties

150 kg/m

weight

19,300 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

201 mm

shear center distance to edge

r_ts

108 mm

effective radius of gyration

x-x Axis

I_x

541ᴇ6 mm⁴

moment of inertia

S_x

2.75ᴇ6 mm³

elastic section modulus

Z_x

3.06ᴇ6 mm³

plastic section modulus

r_x

167 mm

radius of gyration

197 mm

distance from edge to centroidal axis

y_p

197 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

171ᴇ6 mm⁴

moment of inertia

S_y

855,000 mm³

elastic section modulus

Z_y

1.31ᴇ6 mm³

plastic section modulus

r_y

94.2 mm

radius of gyration

201 mm

distance from edge to centroidal axis

x_p

201 mm

horizontal distance from edge to plastic neutral axis

Torsion

2.11ᴇ6 mm⁴

torsional constant

C_w

6.12ᴇ12 mm⁶

warping constant

W_no

37,900 mm²

normalized warping function

S_w1

60.4ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

7.94 mm

detailing value of web thickness divided by 2

b_f

2t_f

12.6

slenderness ratio

t_w

slenderness ratio

Q_f

578,000 mm³

statical moment at the flange above web vertical edge

Q_w

1.46ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

378 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

578 kN-m

available flexural strength

V_n

Ω_v

862 kN

available shear strength

W_max

1,520 kN

maximum uniform load

Open in beam calculator →

P_max

758 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

237 kN-m

available flexural strength

V_n

Ω_v

1,580 kN

available shear strength

W_max

621 kN

maximum uniform load

Open in beam calculator →

P_max

310 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,240 kN

available tensile strength

P_n

Ω_c

3,690 kN

available compressive strength

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