S 380x74 S 15x50

Canada

Dimensions

381 mm

depth

143 mm

flange width

T_f

15.8 mm

flange thickness

14 mm

web thickness

Secondary Dimensions

P_B

1,310 mm

perimeter

k_des

34 mm

design distance including flange thickness and web fillet

Properties

Mass

74 kg/m

weight

9,500 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

71.5 mm

shear center distance to edge

x-x Axis

I_x

203ᴇ6 mm⁴

moment of inertia

S_x

1.06ᴇ6 mm³

elastic section modulus

Z_x

1.27ᴇ6 mm³

plastic section modulus

r_x

146 mm

radius of gyration

190 mm

distance from edge to centroidal axis

y_p

191 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

6.49ᴇ6 mm⁴

moment of inertia

S_y

90,800 mm³

elastic section modulus

Z_y

164,000 mm³

plastic section modulus

r_y

26.1 mm

radius of gyration

71.5 mm

distance from edge to centroidal axis

x_p

71.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

884,000 mm⁴

torsional constant

C_w

217ᴇ9 mm⁶

warping constant

W_no

13,100 mm²

normalized warping function

S_w1

7.37ᴇ6 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

189 kN-m

available flexural strength

V_n

Ω_v

530 kN

available shear strength

W_max

495 kN

maximum uniform load

Open in beam calculator →

P_max

248 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

21.6 kN-m

available flexural strength

V_n

Ω_v

403 kN

available shear strength

W_max

56.7 kN

maximum uniform load

Open in beam calculator →

P_max

28.3 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,410 kN

available tensile strength

P_n

Ω_c

689 kN

available compressive strength

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