W 690x192 W 27x129

Canada

Dimensions

702 mm

depth

254 mm

flange width

T_f

27.9 mm

flange thickness

15.5 mm

web thickness

Secondary Dimensions

P_B

2,390 mm

perimeter

k_des

50 mm

design distance including flange thickness and web fillet

Properties

Mass

192 kg/m

weight

24,400 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

127 mm

shear center distance to edge

x-x Axis

I_x

1.98ᴇ9 mm⁴

moment of inertia

S_x

5.64ᴇ6 mm³

elastic section modulus

Z_x

6.46ᴇ6 mm³

plastic section modulus

r_x

285 mm

radius of gyration

351 mm

distance from edge to centroidal axis

y_p

351 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

76.4ᴇ6 mm⁴

moment of inertia

S_y

602,000 mm³

elastic section modulus

Z_y

941,000 mm³

plastic section modulus

r_y

56 mm

radius of gyration

127 mm

distance from edge to centroidal axis

x_p

127 mm

horizontal distance from edge to plastic neutral axis

Torsion

4.62ᴇ6 mm⁴

torsional constant

C_w

8.68ᴇ12 mm⁶

warping constant

W_no

42,800 mm²

normalized warping function

S_w1

75.8ᴇ6 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

960 kN-m

available flexural strength

V_n

Ω_v

1,080 kN

available shear strength

W_max

2,160 kN

maximum uniform load

Open in beam calculator →

P_max

1,260 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

140 kN-m

available flexural strength

V_n

Ω_v

1,260 kN

available shear strength

W_max

367 kN

maximum uniform load

Open in beam calculator →

P_max

184 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

3,630 kN

available tensile strength

P_n

Ω_c

3,100 kN

available compressive strength

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