Inputs Beam Dimensions

b (in)

h (in)

round_tube 24.0 3.5001.000

User Input Variables are Red Bold

Select Beam Cross Section from Menu

Total Beam Length (in)

Buckling Load Calculations

One_Fixed_One_Free 2.00

Cantilever Beam Calculations

case_2 200.0

*Note: The length L used is the "total beam length" from cell D14

Material Properties Via: https://www.botfeeder.ca/abs-vs-pla/

http://www.matweb.com/

Select Beam End Conditions (using the same beam from the above

section)

Resulting K value

Select Beam Loading Conditions (using the same beam from the above

section)

Point Load F (lbs)

case 1

case 2

case 3

case 4

case 5

case 6

1 2

Cross-Section of Beam

0.292

3.865

3.500

Weight (lb) 23.86126,000210,00084,00076,44121,000

Solid Rectangle(or square)Moment of Inertia

about Ixc (in^4)Polar Moment of Area (in^3)Cross-Section Area (in^2)

Yield Tensile Strength (lb)Ultimate Tensile Strength (lb)Shear Strength (lb) (single shear):Torsional Strength (in-lb) Bending Moment (in-lb)

K= 0.69

Buckling Load (lb) 304,413

Cantilever Beam Equations

Cantilever Beam Inputs: 1,000.0 0.0

#REF!

Buckling Load End Conditions (load applied to long axis)

Force: F(lbs)

Distributed Force: P(psi)

Solid Rectangle(or square)

Deflection: y (in)Angle

(deg)Maximum Moment (in-lb)

#REF!

Properties data sources: http://www.azom.com/http://www.speedymetals.com/http://www.matweb.com/

a 875.0000b 3,500.0000c 7,000.0000de 8,573.2141f 34,292.8564g 51,439.2846

Maximum Force (lbs)

Inputs Beam Dimensions Beam Material Properties

t (in)

0.216 A36 60,000

Beam Mechanical Properties

### Moment of Inertia about Ixc (in^4)

### Polar Moment of Area: J (in^3)

### Cross-Section Area: A (in^2)

### Weight: W (lb)

### Yield Tensile Strength (lb)

### Ultimate Tensile Strength (lb)

### Transverse Shear Strength (single shear) (lb)

### Torsional Strength (in-lb)

### Bending Moment (in-lb)

User Input Variables are Red Bold

Select Beam Material from

Menu

Ultimate Tensile Strength

(psi)

Buckling Load Calculations

3,149,016

Cantilever Beam Calculations

200.00.0000 0.0001

*Note: The length L used is the "total beam length" from cell D14

https://www.botfeeder.ca/abs-vs-pla/

Buckling Load (lbs)

Distributed Load P (psi)

Deflection: y (in)

Angle (deg)

3 4 5 6

Cross-Section of Beam

Solid Circle0.245 7.366

2.451 14.732

1.757 9.621

11.98 65.5863,266 346,361

105,443 577,26831,633 259,77048,477 303,06617,627 151,533

Hollow Rectangle(or square)

255,515 7,688,102

Cantilever Beam Equations

0.0 ### A

Solid Circle

#REF! #REF!

K = 2.0 One end fixed, one end freeK = 1.0 Both ends pinned K = 0.69 One end fixed, one end pinnedK = 0.50 Both ends fixed

Distributed Force: P(psi)

Length: L

(ref from above)

(inches)

Beam Condition (A, B, C, D, E, F, G)

Hollow Rectangle(or square)

#REF! #REF!

734.4469 6,313.86492,937.7877 25,255.45975,875.5753 50,510.9194

7,196.0808 61,862.989528,784.3231 247,451.957943,176.4847 371,177.9368

Beam Material Properties

36,000 36,000 0.284 29,000,000

Beam Mechanical Properties

Moment of Inertia about Ixc (in^4) 3.0172

Polar Moment of Area: J (in^3) 6.0343

Cross-Section Area: A (in^2) 2.2285

Weight: W (lb) 15.19

Yield Tensile Strength (lb) 80,225

Ultimate Tensile Strength (lb) 133,708

Transverse Shear Strength (single shear) (lb) 40,112

Torsional Strength (in-lb) 124,134

Bending Moment (in-lb) 62,067

User Input Variables are Red Bold

Yield Strength (psi)

Shear Strength (psi)

Density (lb/in^3)

Youngs Modulus

(psi)

Buckling Load Calculations

Cantilever Beam Calculations

1,200

*Note: The length L used is the "total beam length" from cell D14

Maximum Moment (in-lb)

7 8 9 10

Cross-Section of Beam

Hollow Circle angle3.017 0.0462

6.034 1.192

2.228 0.925

15.19 6.3180,225 33,312

133,708 55,52140,112 Sorry, not available!

124,134 23,57062,067 2,078

3,149,016 48,221

Cantilever Beam Equations

Hollow Circle

#REF!

#REF!

2,586.134210,344.536920,689.0738

25,338.8370101,355.3481152,033.0222

Beam Material Properties

11,500,000

Modulus of Rigidity

(psi)

11

Cross-Section of Beam

0.285 1

1.829 2

2.5673

17.50 492,424 5

154,041 64,417 7

36,180 820,549 9

I beam(normal

orientation)

297,871

Cantilever Beam Equations

#REF!

H beam(normal

orientation)

#REF!

856.19393,424.77576,849.5514

8,388.952933,555.811850,333.7177

1 rectangle_bar

3 rectangle_tube

5 round_bar

7 round_tube

11 i_beam

9 angle

rectangle_bar 0.000 0 convert thickness to b1 & b2

rectangle_tube b1 (in) h1 (in)

0.000 3.068 0.568

1.000 b2 (in) h2 (in)

1.642 0.284

Solid Triangle

0.097

0.146

1.750

11.93

63,000

105,000

N/A

7,875

5,247

101,471

Solid Triangle

#REF!

z 2.05y 0.8

cy 0.2cx 1.45iyc 1.145

4

6061

2011

4140

A36

304

1144

TGP 1045

*1018 cold rolled

1018

*110

Copper

Cast Iron

Bronze

UHMW PE

PVC

ABS

PLA

Polycarbinate

1

match #

Density lb/in³ Youngs modulus

45,000 40,000 27,000 0.098 10,000,000

55,000 44,000 33,000 0.098 10,000,000

70,000 60,000 42,000 0.284 29,000,000

60,000 36,000 36,000 0.284 29,000,000

73,200 31,200 43,920 0.284 29,000,000

115,000 100,000 69,000 0.284 29,000,000

92,000 48,000 55,200 0.284 29,000,000

63,800 53,700 38,280 0.284 29,000,000

32,000 10,000 19,200 0.324 16,000,000

40,000 32,000 24,000 0.284 14,500,000

35,000 20,000 21,000 0.304 14,500,000

3,000 1,500 1,800 0.034 NA

6,000 3,000 3,600 0.050 490,000

Tensile Strength

(PSI)

Yield Strength

(PSI)

Shear Strength

(PSI)

9,000 4,500 5,400 0.046 NA

6,500 6,200 3,900 0.043 320,000

8,383 7,300 5,030 0.045 478,624

12

3

4

2 match

y

0 1 case_1 0.0004392 case_2 2.742934219E-0053 case_3 6.857335547E-006

0 4 case_4 0.00016457610 5 case_5 1.714333887E-0050 6 case_6 0.0019749126

F

Modulus of Rigidity

3,800,000

3,800,000

11,500,000

11,500,000

10,900,000

10,900,000

10,900,000

10,900,000

6,500,000

5,900,000

6,500,000

NA

NA otfeeder.ca/abs-vs-pla/

NA

152,290

350,000

1 matched

One_Fixed_One_Free 2.00Both_Pinned 1.00

One_Fixed_One_Pinned 0.69

Both_Fixed 0.50

teta Mmax

0.0006583042 48000.000082288 1200

None 6000.0002194347 57600

5.485868437945E-005 14400None 9600