Output

Command

The command of the Detailing provisions is the same as other commands with the following values.

Output value

There are presented the following output values:

• UC - unity check of detailing provisions as maximum from UC(long); UC(shear) and UC(pre)
• UC(long) - unity check of detailing provisions for longitudinal reinforcement
• UC(shear) - unity check of detailing provisions for longitudinal reinforcement
• UC(pre) - unity check of detailing provisions for longitudinal reinforcement

Table output

The values are also presented numerically in the table see below:

Overall table of detailing provisions

• UC(long) - unity check of detailing provisions for longitudinal reinforcement

• UC(shear) - unity check of detailing provisions for longitudinal reinforcement
• UC(pre) - unity check of detailing provisions for longitudinal reinforcement
• UC - unity check of detailing provisions as maximum from UC(long); UC(shear) and UC(pre)
• Check - status if check of detailing provisions is OK or not OK

Detailing provisions of longitudinal reinforcement

• UC_9.2.1.1(1) - unity check corresponding to minimal tensile are of nonprestressed reinforcement in the cross-section
• UC_9.2.1.1(3) - unity check corresponding to maximal area of nonprestressed reinforcement in the cross-section
• UC_8.2(2) - unity check corresponding to minimal clear spacing among nonprestressed reinforcement in the cross-section
• UC_9.2.3(4) - unity check corresponding to maximal bar distance of nonprestressed reinforcement in the cross-section due to torsion
• UC_{9.3.1.1(1)min} - unity check corresponding to minimal area of nonprestressed reinforcement in the cross-section just for member type = Beam slab only
• UC_{9.3.1.1(1)max} - unity check corresponding to maximal area of nonprestressed reinforcement in the cross-section just for member type = Beam slab only
• UC_9.3.1.1(3) - unity check corresponding to maximal distance of nonprestressed reinforcement in the cross-section just for member type = Beam slab only
• UC_long - maximal unity check from all partial UCs of detailing provisions for longitudinal reinforcement
• Check_long - status if check of detailing provisions of longitudinal reinforcement is OK or not OK

Detailing provisions of shear reinforcement

All the unity checks below are calculated just for Member type Beam or Rib.These values are not calculated at all in case of member type Beam slab .

• UC_9.2.2(5) - unity check corresponding to minimal percentage of shear reinforcement in the cross-section
• UC_9.2.2(6) - unity check corresponding to maximal longitudinal transverse of shear reinforcement in the cross-section
• UC_8.3.(2) - unity check corresponding to minimal diameter of bent of shear reinforcement in the cross-section
• UC_9.2.2(8) - unity check corresponding to maximal transverse spacing of shear reinforcement in the cross-section
• UC_shear - maximal unity check from all partial UCs of detailing provisions for shear reinforcement
• Check_shear - status if check of detailing provisions of shear reinforcement is OK or not OK

Detailing provisions of prestressed reinforcement

• UC_8.10.1.2(1) - unity check corresponding to minimal clear spacing of pretensioned strands in the cross-section. Currently this item is not calculated at all because pretensioned strands are not supported in SCIA Engineer 20
• UC_8.10.1.3(3) - unity check corresponding to minimal clear spacing of postensioned ducts in the cross-section.
• UC_pre - unity check of detailing provisions for prestressing reinforcement
• Check_pre - status if check of detailing provisions of prestressing reinforcement is OK or not OK