S 150x26 S 6x17.25

Canada

Dimensions

152 mm

depth

91 mm

flange width

T_f

9.1 mm

flange thickness

11.8 mm

web thickness

Secondary Dimensions

P_B

644 mm

perimeter

k_des

20 mm

design distance including flange thickness and web fillet

Properties

Mass

26 kg/m

weight

3,260 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

45.5 mm

shear center distance to edge

x-x Axis

I_x

10.9ᴇ6 mm⁴

moment of inertia

S_x

143,000 mm³

elastic section modulus

Z_x

173,000 mm³

plastic section modulus

r_x

57.8 mm

radius of gyration

76 mm

distance from edge to centroidal axis

y_p

76 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

969,000 mm⁴

moment of inertia

S_y

21,300 mm³

elastic section modulus

Z_y

38,900 mm³

plastic section modulus

r_y

17.2 mm

radius of gyration

45.5 mm

distance from edge to centroidal axis

x_p

45.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

152,000 mm⁴

torsional constant

C_w

4.95ᴇ9 mm⁶

warping constant

W_no

3,250 mm²

normalized warping function

S_w1

673,000 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

25.7 kN-m

available flexural strength

V_n

Ω_v

178 kN

available shear strength

W_max

67.5 kN

maximum uniform load

Open in beam calculator →

P_max

33.7 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

5.07 kN-m

available flexural strength

V_n

Ω_v

148 kN

available shear strength

W_max

13.3 kN

maximum uniform load

Open in beam calculator →

P_max

6.65 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

485 kN

available tensile strength

P_n

Ω_c

108 kN

available compressive strength

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