HomoWFSecw1dMat

Purpose

response of homogeneous wide flange (WF) section with uniaxial material

Synopsis

SecResp = HomoWFSecw1dMat (action,SecNo,ndm,SecData,SecState)

Description

HOMOWFSECw1dMAT response of homogeneous wide flange (WF) section with uniaxial material    
  SECRESP = HOMOWFSECw1dMAT (ACTION,SECNO,NDM,SECDATA,SECSTATE)
  the function determines the response of homogeneous wide flange (WF) section with uniaxial material
      by midpoint integration in y-direction for 2d, and in y- and z- direction for 3d response
     (section resisting forces are N-Mz for NDM=2 and N-Mz-My for NDM=3)

  Coordinate system:
                                  y ^
                                    |
                               .----+----.
                               |    |    |
                               '--. | .--'
                                  | | |
                          z <-----+ + |     d
                                  |tw |
                               .--'   '--.
                               | tf      |
                               '---------'
                                   bf

Cross-Reference Information

This function calls:

• Extract_Sec2MatState extract material state from section state
• Create_IPMesh4WFShape coordinates, weights and material IDs for wide flange section