The structure has a cantilever beam (node 107 to 169) to support the cladding wall as per figure 1. From Figure 2, the difference between 2 nodal displacements in Z-direction (node 107 and 169) is 7931.81mm. But from Figure 3, the deflection has no issue. Please explain on the theory behind. Thank you
Figure 1
Can you please upload the file here?
3644.STD
Here is the file as requested..Thank you
For a proper deflection check of cantilever members, a design parameter CAN 1 has to be applied to such members.