Beam Calculator

Preapred By : Nilesh Ramesh Ramesh Fatke

Simply Support Beam. Centre Load

W L

LOAD LENGTH

1000 10 00 N 500 50 0 mm

R a = R b

Reaction At A

Modulus of Elasticity Moment of Intertia

Moment

Maximum Stress

Input

500 N

E I Z

21,000,000 N/mm2

for Steel

289586.39 mm4

Input

M

125000 125000 N-mm N-mm

d l 

Maximum Deflection

Input

9604.86

0.0004

mm

13.0143

N/mm2

for Round Bar

D I Z

50 306796.16 12271.85

For Pipe

Do Di I Z

60.3 52.02 289586.39 9604.86

Preapred By : Nilesh Ramesh Ramesh Fatke

Allowable Min (0.05mm) 200

Preapred By : Nilesh Ramesh Fatke

For Square Bar

L H I z

50 40 266666.67 13333.33

30 RPM 0.5 Rps 180 Deg/S 3.14 Rad/S Roler Rai

Preapred By : Nilesh Ramesh Fatke

30 mm, 94.25 mm/S

Preapred By : Nilesh Ramesh Fatke

Simply Support Beam. Uniformly Distributed Load

LOAD LENGTH Reaction At A

W L R a = R b

Moment of Intertia

E I

Moment

M

Modulus of Elasticity

Maximum Deflection

d l 

2500 N

Input

1000 mm

Input

1250 N

21,000,000 N/mm2 for Steel 2400 mm4

Input

312500 N-mm

0.646

mm

Allowable Min (0.05mm)

Preapred By : Nilesh Ramesh Fatke

Preapred By : Nilesh Ramesh Fatke

c c

c

Preapred By : Nilesh Ramesh Fatke

Cantilever Beam. Concentrated Load

LENGTH

W L

Reaction At B

R b

LOAD

E I y M

Modulus Of Elasticity Moment of Intertia

Moment

d l 

Maximum Deflection Maximum Stress

3000 N 800 mm

Input Input

3000 N

21,000,000 N/mm2

for Steel

773271.66 mm4

Input

25mm 2400000 N-mm 0.03 mm 77.59 N/mm2

for Round Bar

D I Z

50 306796.16 12271.85

For Pipe

Do Di I Z

50 0 306796.16 12271.85

For Square Bar

L

50

Allowable Min (0.05mm)

H I z

40 266666.67 13333.33

Cantilever. Uniformly Distributed Load

LENGTH

W L

Reaction At B

R b

LOAD

Moment of Intertia

E I

Moment

M

Modulus Of Elasticity

Maximum Deflection

d l 

2000 N

Input

1000 mm

Input

2000 N

21,000,000 N 24000 mm4

for Steel Input

1000000 N-mm 0.50 mm

Allowable Min (0.05mm)