L 152x152x25.4 L 6x6x1

United States

Dimensions

152 mm

long leg width

152 mm

short leg width

25.4 mm

thickness

tan(α)

inclination of principal axis of inertia

Secondary Dimensions

k_des

38.1 mm

design distance including flange thickness and web fillet

k_det

38.1 mm

detailing distance including flange thickness and web fillet

Properties

55.7 kg/m

weight

7,100 mm²

area

x_o

34.5 mm

shear center distance to centroid

e_o

12.7 mm

shear center distance to edge

x-x Axis

I_x

14.7ᴇ6 mm⁴

moment of inertia

S_x

140,000 mm³

elastic section modulus

Z_x

252,000 mm³

plastic section modulus

r_x

45.5 mm

radius of gyration

47.2 mm

distance from edge to centroidal axis

y_p

23.3 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

14.7ᴇ6 mm⁴

moment of inertia

S_y

140,000 mm³

elastic section modulus

Z_y

252,000 mm³

plastic section modulus

r_y

45.5 mm

radius of gyration

47.2 mm

distance from edge to centroidal axis

x_p

23.3 mm

horizontal distance from edge to plastic neutral axis

z-z Axis

I_z

6.2ᴇ6 mm⁴

moment of inertia

S_z

92,900 mm³

elastic section modulus

r_z

29.7 mm

radius of gyration

w-w Axis

I_w

23.2ᴇ6 mm⁴

moment of inertia

S_w

216,000 mm³

elastic section modulus

r_w

57.2 mm

radius of gyration

Torsion

1.53ᴇ6 mm⁴

torsional constant

C_w

2.48ᴇ9 mm⁶

warping constant

W_no

0 mm²

normalized warping function

r_o

80.8 mm

polar radius of gyration about the shear center

Additional Properties

slenderness ratio

0.64

flexural constant

z_A

98.8 mm

distance from point a to center of gravity (z-axis)

z_B

0 mm

distance from point b to center of gravity (z-axis)

z_C

98.8 mm

distance from point c to center of gravity (z-axis)

w_A

50 mm

distance from point a to center of gravity (w-axis)

w_B

66.8 mm

distance from point b to center of gravity (w-axis)

w_C

50 mm

distance from point c to center of gravity (w-axis)

S_wA

234,000 mm³

elastic section modulus

S_wC

234,000 mm³

elastic section modulus

S_zA

124,000 mm³

elastic section modulus

S_zB

92,900 mm³

elastic section modulus

S_zC

124,000 mm³

elastic section modulus

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

34.7 kN-m

available flexural strength

V_n

Ω_v

479 kN

available shear strength

W_max

91.1 kN

maximum uniform load

Open in beam calculator →

P_max

45.5 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

34.7 kN-m

available flexural strength

V_n

Ω_v

479 kN

available shear strength

W_max

91.1 kN

maximum uniform load

Open in beam calculator →

P_max

45.5 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

1,190 kN

available tensile strength

P_n

Ω_c

679 kN

available compressive strength

DISCLAIMER All results and information presented here must be verified for accuracy, suitability, and applicability by a qualified engineering professional. While we strive to produce high quality software, Ketchep.com, LLC makes no warranty that this software is free from defects or that these results are accurate, suitable, or applicable for any general or particular use. Anyone making use of this software and its output assumes all liability for such use.