HP 250x85 HP 10x57

Canada

Dimensions

254 mm

depth

260 mm

flange width

T_f

14.4 mm

flange thickness

14.4 mm

web thickness

Secondary Dimensions

P_B

1,520 mm

perimeter

k_des

31 mm

design distance including flange thickness and web fillet

Properties

Mass

85 kg/m

weight

10,900 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

130 mm

shear center distance to edge

x-x Axis

I_x

123ᴇ6 mm⁴

moment of inertia

S_x

968,000 mm³

elastic section modulus

Z_x

1.09ᴇ6 mm³

plastic section modulus

r_x

106 mm

radius of gyration

127 mm

distance from edge to centroidal axis

y_p

127 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

42.3ᴇ6 mm⁴

moment of inertia

S_y

325,000 mm³

elastic section modulus

Z_y

500,000 mm³

plastic section modulus

r_y

62.3 mm

radius of gyration

130 mm

distance from edge to centroidal axis

x_p

130 mm

horizontal distance from edge to plastic neutral axis

Torsion

829,000 mm⁴

torsional constant

C_w

606ᴇ9 mm⁶

warping constant

W_no

15,600 mm²

normalized warping function

S_w1

14.6ᴇ6 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

162 kN-m

available flexural strength

V_n

Ω_v

363 kN

available shear strength

W_max

425 kN

maximum uniform load

Open in beam calculator →

P_max

213 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

74.3 kN-m

available flexural strength

V_n

Ω_v

668 kN

available shear strength

W_max

195 kN

maximum uniform load

Open in beam calculator →

P_max

97.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,620 kN

available tensile strength

P_n

Ω_c

1,430 kN

available compressive strength

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