CLB
|
40 |
Clear cover to reinforcing bar at bottom of
cross section, in mm. |
CLS
|
40 |
Clear cover to reinforcing bar along the side
of the cross section, in mm. |
CLT
|
40 |
Clear cover to reinforcing bar at top of cross
section, in mm. |
DEPTH |
YD |
Depth of the concrete member. This value
defaults to YD as provided in the MEMBER PROPERTIES. |
EFACE |
0.0 (Face of Support) |
Distance of face of support from end node of beam. Used for shear and torsion calculation.
Note: Both SFACE & EFACE must be positive numbers.
|
FC
|
30 |
Specified compressive strength of concrete, in
N/mm2. |
FYMAIN |
400 |
Yield Stress for main reinforcing steel, in
N/mm2. |
FYSEC |
400 |
Yield Stress for secondary reinforcing steel, in
N/mm2. |
MAXMAIN |
7 (Number 55 bar) |
Maximum main reinforcement bar size.
The parameter values for metric bar sizes are:
- 0) 10 mm
- 1) 15 mm
- 2) 20 mm
- 3) 25 mm
- 4) 30 mm
- 5 ) 35 mm
- 6 ) 45 mm
- 7) 55 mm
|
MINMAIN |
0 (Number 10 bar ) |
Minimum main reinforcement bar size.
The parameter values for metric bar sizes are:
- 0) 10 mm
- 1) 15 mm
- 2) 20 mm
- 3) 25 mm
- 4) 30 mm
- 5 ) 35 mm
- 6 ) 45 mm
- 7) 55 mm
|
MINSEC |
0 (Number 10 bar) |
Minimum secondary (stirrup) reinforcement bar
size.
The parameter values for metric bar sizes are:
- 0) 10 mm
- 1) 15 mm
- 2) 20 mm
- 3) 25 mm
- 4) 30 mm
- 5 ) 35 mm
- 6 ) 45 mm
- 7) 55 mm
|
MMAG |
1.0 |
A factor by which the column design moments will be magnified. |
NSECTION |
12 |
Number of equally-spaced sections to be considered in finding critical moments for beam design. |
REINF |
0 |
Column comfining reinforcement type:
- 0) Tied column
- 1) Spiral reinforcement
|
SFACE |
0.0 |
Distance of face of support from start node of beam. Used for shear and torsion calculation.
Note: Both SFACE & EFACE must be positive numbers.
|
TRACK |
0 |
Specify the level of detail in the output:
- 0) Beam and Column Design - Minimum details
- 1) Beam Design - Intermediate level details;
Column Design - TRACK 0
detail and column interaction
- 2) Beam Design - TRACK 1 detail and steel required at 1/12th
sections;
Column Design - TRACK 1 detail and interaction
diagram
|
WIDTH |
ZD |
Width of the concrete member. This value
defaults to ZD as provided in the MEMBER
PROPERTIES. |