悬臂梁受力计算表格

For Keppel FELS Engineering Shenzhen Co. Ltd Training Only

Simple Beam --- (5)

Concentrated Load At Any Point

(Basing on American Institute Of Steel Construction)

1Input data:

4

3

2

2

2 2Output data:

1) Reactions:

Reaction for "Z" axis: R = P=

2) Shearing Stress Check:

Max. Shearing Force for "Z" axis: F SF = P =

Shearing Stress for "Z" axis: t z = F SF / A zz =2< 0.4 [s] =0.94t/cm2 Unity Check: UC = t z / 0.4 [s] =Okay!

3) Bending Stress Check:

Max. Bending Moment Force for "Z" axis: M MAX = P*b =

Bending Stress for "Z" axis: s b = M MAX / W y =2< 0.6 [s] = 1.41t/cm2 Unity Check: UC = s b / 0.6 [s] =Okay!

4) Combined Stress Check:

Combined Stress for "Z" axis: s c = ( s2b + 3 * t2 ) 1/2 =2< 0.6 [s] = 1.41t/cm2 Unity Check: UC = s c / 0.6 [s] =Okay!

5) Deflection Check:

Max. Deflection for "Z" axis: d z = P * b2 * ( 3 * l

< l / 200 =0.03cm

@ x = free end =Okay!

3Conclusion:

So the designed structure's stength is enough for designed loading!

Prepareed by Reagin

442428890.xls - Concentrated Load Page 1 of 12017/8/19 14:20