MT 155x7.45 MT 6x5

United States

Dimensions

152 mm

depth

d_det

149 mm

depth (detailing value)

82.6 mm

flange width

b_f,det

82.6 mm

flange width (detailing value)

t_f

4.57 mm

flange thickness

t_f,det

4.76 mm

flange thickness (detailing value)

t_w

3.78 mm

web thickness

t_w,det

3.18 mm

web thickness (detailing value)

Secondary Dimensions

k_des

12.7 mm

design distance including flange thickness and web fillet

k_det

12.7 mm

detailing distance including flange thickness and web fillet

Properties

7.44 kg/m

weight

955 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

41.3 mm

shear center distance to edge

x-x Axis

I_x

2.34ᴇ6 mm⁴

moment of inertia

S_x

22,300 mm³

elastic section modulus

Z_x

40,100 mm³

plastic section modulus

r_x

49.8 mm

radius of gyration

47.2 mm

distance from edge to centroidal axis

y_p

27.4 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

215,000 mm⁴

moment of inertia

S_y

5,210 mm³

elastic section modulus

Z_y

8,340 mm³

plastic section modulus

r_y

15.1 mm

radius of gyration

41.3 mm

distance from edge to centroidal axis

x_p

41.3 mm

horizontal distance from edge to plastic neutral axis

Torsion

6,040 mm⁴

torsional constant

C_w

5.42ᴇ6 mm⁶

warping constant

W_no

0 mm²

normalized warping function

r_o

68.8 mm

polar radius of gyration about the shear center

Additional Properties

t_w,det

1.59 mm

detailing value of web thickness divided by 2

b_f

2t_f

9.03

slenderness ratio

40.2

slenderness ratio

0.572

flexural constant

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

345 N/mm²

yield strength

F_u

448 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

1.97 kN-m

available flexural strength

V_n

Ω_v

46.4 kN

available shear strength

W_max

19.3 kN

maximum uniform load

Open in beam calculator →

P_max

9.66 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

4.6 kN-m

available flexural strength

V_n

Ω_v

46.7 kN

available shear strength

W_max

12.1 kN

maximum uniform load

Open in beam calculator →

P_max

6.04 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

160 kN

available tensile strength

P_n

Ω_c

19.3 kN

available compressive strength

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