Consider an initial inclination, Θ = 1/200 on the column given in the previous problem. Give the top deflection of the inclined column. Bending stiffness of the steel profile is: EI = 1.46×107 kNcm2.
Solve Problem
Top deflection [cm]=Solve
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Steps
Step 1. Model the inclination with replacement load. Draw and give the value of the replacement load. Step 2. Calculate the top displacement from the replacement load.Step by step
Check replacement load
See Figure 7.28.Check top displacement
Table 3.5.
Results
The inclination is modelled by a replacement load. Top displacement from the replacement load isWorked out solution
See Figure 7.28.Table 3.5.