HP 410x131 HP 16x88

United States

Dimensions

389 mm

depth

d_det

391 mm

depth (detailing value)

399 mm

flange width

b_f,det

398 mm

flange width (detailing value)

t_f

13.7 mm

flange thickness

t_f,det

14.3 mm

flange thickness (detailing value)

t_w

13.7 mm

web thickness

t_w,det

14.3 mm

web thickness (detailing value)

r₁

27.9 mm

fillet radius

Secondary Dimensions

298 mm

depth between fillets

k_des

43.7 mm

design distance including flange thickness and web fillet

k_det

44.4 mm

detailing distance including flange thickness and web fillet

k₁

36.5 mm

distance from web center to flange fillet

Properties

131 kg/m

weight

16,600 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

199 mm

shear center distance to edge

r_ts

107 mm

effective radius of gyration

x-x Axis

I_x

462ᴇ6 mm⁴

moment of inertia

S_x

2.38ᴇ6 mm³

elastic section modulus

Z_x

2.64ᴇ6 mm³

plastic section modulus

r_x

167 mm

radius of gyration

194 mm

distance from edge to centroidal axis

y_p

194 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

145ᴇ6 mm⁴

moment of inertia

S_y

729,000 mm³

elastic section modulus

Z_y

1.12ᴇ6 mm³

plastic section modulus

r_y

93.5 mm

radius of gyration

199 mm

distance from edge to centroidal axis

x_p

199 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.44ᴇ6 mm⁴

torsional constant

C_w

5.1ᴇ12 mm⁶

warping constant

W_no

37,400 mm²

normalized warping function

S_w1

51.1ᴇ6 mm⁴

warping statical moment

Additional Properties

t_w,det

7.94 mm

detailing value of web thickness divided by 2

b_f

2t_f

14.5

slenderness ratio

t_w

slenderness ratio

Q_f

495,000 mm³

statical moment at the flange above web vertical edge

Q_w

1.25ᴇ6 mm³

statical moment at mid-depth of the cross section

h_o

376 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

472 kN-m

available flexural strength

V_n

Ω_v

735 kN

available shear strength

W_max

1,240 kN

maximum uniform load

Open in beam calculator →

P_max

619 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

186 kN-m

available flexural strength

V_n

Ω_v

1,350 kN

available shear strength

W_max

487 kN

maximum uniform load

Open in beam calculator →

P_max

243 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,800 kN

available tensile strength

P_n

Ω_c

3,140 kN

available compressive strength

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