WT 155x19.35 WT 6x13

United States

Dimensions

155 mm

depth

d_det

156 mm

depth (detailing value)

165 mm

flange width

b_f,det

165 mm

flange width (detailing value)

t_f

9.65 mm

flange thickness

t_f,det

9.52 mm

flange thickness (detailing value)

t_w

5.84 mm

web thickness

t_w,det

6.35 mm

web thickness (detailing value)

Secondary Dimensions

k_des

17.3 mm

design distance including flange thickness and web fillet

k_det

27 mm

detailing distance including flange thickness and web fillet

Properties

19.3 kg/m

weight

2,460 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

82.4 mm

shear center distance to edge

x-x Axis

I_x

4.87ᴇ6 mm⁴

moment of inertia

S_x

39,300 mm³

elastic section modulus

Z_x

68,800 mm³

plastic section modulus

r_x

44.4 mm

radius of gyration

31.8 mm

distance from edge to centroidal axis

y_p

7.49 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

3.6ᴇ6 mm⁴

moment of inertia

S_y

43,800 mm³

elastic section modulus

Z_y

66,900 mm³

plastic section modulus

r_y

38.4 mm

radius of gyration

82.4 mm

distance from edge to centroidal axis

x_p

82.4 mm

horizontal distance from edge to plastic neutral axis

Torsion

62,400 mm⁴

torsional constant

C_w

46.7ᴇ6 mm⁶

warping constant

W_no

0 mm²

normalized warping function

r_o

64.5 mm

polar radius of gyration about the shear center

Additional Properties

t_w,det

3.18 mm

detailing value of web thickness divided by 2

b_f

2t_f

8.54

slenderness ratio

26.6

slenderness ratio

0.827

flexural constant

WG_i

88.9 mm

workable gage for inner flange holes

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

7 kN-m

available flexural strength

V_n

Ω_v

112 kN

available shear strength

W_max

34.1 kN

maximum uniform load

Open in beam calculator →

P_max

17 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

8.12 kN-m

available flexural strength

V_n

Ω_v

197 kN

available shear strength

W_max

21.3 kN

maximum uniform load

Open in beam calculator →

P_max

10.7 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

414 kN

available tensile strength

P_n

Ω_c

285 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.