W 760x147 W 30x99

Canada

Dimensions

753 mm

depth

265 mm

flange width

T_f

17 mm

flange thickness

13.2 mm

web thickness

Secondary Dimensions

P_B

2,540 mm

perimeter

k_des

39 mm

design distance including flange thickness and web fillet

Properties

Mass

147 kg/m

weight

18,700 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

132 mm

shear center distance to edge

x-x Axis

I_x

1.66ᴇ9 mm⁴

moment of inertia

S_x

4.41ᴇ6 mm³

elastic section modulus

Z_x

5.1ᴇ6 mm³

plastic section modulus

r_x

298 mm

radius of gyration

376 mm

distance from edge to centroidal axis

y_p

376 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

52.9ᴇ6 mm⁴

moment of inertia

S_y

399,000 mm³

elastic section modulus

Z_y

631,000 mm³

plastic section modulus

r_y

53.1 mm

radius of gyration

132 mm

distance from edge to centroidal axis

x_p

132 mm

horizontal distance from edge to plastic neutral axis

Torsion

1.56ᴇ6 mm⁴

torsional constant

C_w

7.16ᴇ12 mm⁶

warping constant

W_no

48,800 mm²

normalized warping function

S_w1

54.9ᴇ6 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

758 kN-m

available flexural strength

V_n

Ω_v

987 kN

available shear strength

W_max

1,970 kN

maximum uniform load

Open in beam calculator →

P_max

995 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

93.8 kN-m

available flexural strength

V_n

Ω_v

803 kN

available shear strength

W_max

246 kN

maximum uniform load

Open in beam calculator →

P_max

123 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

2,780 kN

available tensile strength

P_n

Ω_c

2,340 kN

available compressive strength

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