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
799050539.xls - Concentrated Load Page 1 of 12019/3/26 2:33