W 920x970 W 36x652

Canada

Dimensions

1,040 mm

depth

446 mm

flange width

T_f

89.9 mm

flange thickness

50 mm

web thickness

Secondary Dimensions

P_B

3,770 mm

perimeter

k_des

121 mm

design distance including flange thickness and web fillet

Properties

Mass

970 kg/m

weight

124,000 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

223 mm

shear center distance to edge

x-x Axis

I_x

21ᴇ9 mm⁴

moment of inertia

S_x

40.3ᴇ6 mm³

elastic section modulus

Z_x

47.7ᴇ6 mm³

plastic section modulus

r_x

412 mm

radius of gyration

522 mm

distance from edge to centroidal axis

y_p

521 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

1.34ᴇ9 mm⁴

moment of inertia

S_y

6ᴇ6 mm³

elastic section modulus

Z_y

9.5ᴇ6 mm³

plastic section modulus

r_y

104 mm

radius of gyration

223 mm

distance from edge to centroidal axis

x_p

223 mm

horizontal distance from edge to plastic neutral axis

Torsion

246ᴇ6 mm⁴

torsional constant

C_w

304ᴇ12 mm⁶

warping constant

W_no

106,000 mm²

normalized warping function

S_w1

1.07ᴇ9 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

7,090 kN-m

available flexural strength

V_n

Ω_v

5,180 kN

available shear strength

W_max

10,400 kN

maximum uniform load

Open in beam calculator →

P_max

9,300 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

1,410 kN-m

available flexural strength

V_n

Ω_v

7,150 kN

available shear strength

W_max

3,710 kN

maximum uniform load

Open in beam calculator →

P_max

1,850 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

18,400 kN

available tensile strength

P_n

Ω_c

17,600 kN

available compressive strength

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