S 250x38 S 10x25.4

Canada

Dimensions

254 mm

depth

118 mm

flange width

T_f

12.5 mm

flange thickness

7.9 mm

web thickness

Secondary Dimensions

P_B

964 mm

perimeter

k_des

27 mm

design distance including flange thickness and web fillet

Properties

Mass

38 kg/m

weight

4,810 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

59 mm

shear center distance to edge

x-x Axis

I_x

51.4ᴇ6 mm⁴

moment of inertia

S_x

405,000 mm³

elastic section modulus

Z_x

465,000 mm³

plastic section modulus

r_x

103 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

2.8ᴇ6 mm⁴

moment of inertia

S_y

47,500 mm³

elastic section modulus

Z_y

81,300 mm³

plastic section modulus

r_y

24.1 mm

radius of gyration

59 mm

distance from edge to centroidal axis

x_p

59 mm

horizontal distance from edge to plastic neutral axis

Torsion

250,000 mm⁴

torsional constant

C_w

40.9ᴇ9 mm⁶

warping constant

W_no

7,120 mm²

normalized warping function

S_w1

2.63ᴇ6 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

69.1 kN-m

available flexural strength

V_n

Ω_v

199 kN

available shear strength

W_max

181 kN

maximum uniform load

Open in beam calculator →

P_max

90.7 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

11.3 kN-m

available flexural strength

V_n

Ω_v

263 kN

available shear strength

W_max

29.6 kN

maximum uniform load

Open in beam calculator →

P_max

14.8 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

715 kN

available tensile strength

P_n

Ω_c

308 kN

available compressive strength

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