Examples

• RCFA Examples
  • Example 1: Analysis of fixed Beam With multiple point loads using StrucPy.RCFA.RCF.
  • Example 2: Analysis of simple supported beam with uniformly distributed loads (UDL) using StrucPy.RCFA.RCF.
  • Example 3: Analysis of 8-story regular building with UDL of -50kN/m on all beams using StrucPy.RCFA.RCF. Self-weight not considered.
  • Example 4: Analysis of 5-story irregular building with floor loads and self weight using StrucPy.RCFA.RCF. Floor Loads generated using StrucPy.RCFA.RCF.autoflooring, and changes are made using inbuilt method StrucPy.RCFA.RCF.changeFL. Load Combination (1.5 DL + 1.5 LL) is used.
  • Example 5: Static seismic analysis of a 5-story irregular building with floor loads and self weight using StrucPy.RCFA.RCF. Floor Loads generated using method autoflooring, and changes are made using inbuilt method. Seismic force is applied in x-direction. Load Combination is used: 1.5 DL + 1.2 EQx.
  • Example 6: Changing the material properties of members in Examples 5.
  • Example 7: Analysis of 5-story irregular building with floor loads and self weight for multiple load combinations using StrucPy.RCFA.RCFenv. Floor Loads generated using method autoflooring, and changes are made using inbuilt method.