12.5 Reinforcement Design Output

Output values are written to the file <name>.reinforcement.txt.

• Example for plates

          x       y          sig_x   sig_y   sig_xy   phi_c     sig_c   rho_x  rho_y       as_x     as_y
  %  0.6057  1.6057 rhox iteration   3
      48  0.6057  1.6057    -0.203  -2.173  -1.625   0.92863  -3.39    0.2328 0.0750      14.0     4.5
      49  0.8943  2.3943    -0.321  -1.155  -1.239   0.78540  -2.48    0.2110 0.0750      12.7     4.5
      50  0.8943  2.1057    -0.206  -1.132  -1.393   0.78540  -2.79    0.2730 0.0750      16.4     4.5
  

  with integration point data
  

  x	-coordinate
  y	-coordinate
  sig_x	plate stress
  sig_y	plate stress
  sig_xy	plate stress
  phi_c	concrete compressive stress orientation in rad – counterclockwise positive
  sig_c	concrete compressive stress
  rho_x	required reinforcement ratio -direction
  rho_y	required reinforcement ratio -direction
  as_x	required reinforcement cross section -direction in
  as_y	required reinforcement cross section -direction in

  
  
  see Book Section 8.1.3.

• Example for slabs

                       bottom                    top
    x       y          phicB as_x    as_y        phicT as_x    as_y        phi_1  v_1     v_2
    0.5000  0.1667    -45.00 3.53905 2.99294     45.00 1.24493 1.79104     41.74 -0.0252  0.0290
  

  with integration point data for bottom side as well as top side
  

  x	-coordinate
  y	-coordinate
  phicB / phicB	concrete compressive stress orientation in degree on bottom side / top side
  as_x	required reinforcement cross section -direction in – for each top side and bottom side
  as_y	required reinforcement cross section -direction in – for each top side and bottom side
  phi_1	orientation angle in rad. 1-direction is direction of larger principal moment
  v_1	shear force at 1-direction cross section
  v_2	shear force at 2-direction cross section

  
  
  see Book Section 9.7.1/2.