beam deflection

I

isbandam

New Member
Hello to everyone. In the attached picture, the difference between the graphic display of the deflection values and the table display may be the cause. There is an abnormal deflection in the beam stuck in the beam I took the picture of.
 
Hello there; The deflection difference between the two ends of the beam is printed as Delta ig and Delta iq in the table, if you look at it this way, there is no mismatch. It is quite logical and should be the case that an extra deflection occurs as the deflection value of the beam in which the stud beam is stuck at the end of the beam, not the column. Best regards.
 
Hello, the information given by the 2m project is correct. The difference between the place where the beam deforms the most and the place where it deforms the least is the deflection value. For example, in the diagram in the first picture, max deflectionG= -16,245, minsehimG=1.2 (approximately). DeltaiG=14.97 Good work
 
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