✖The Resistance Factor accounts for the possible conditions that the actual fastener strength may be less than calculated strength value as a result of variations in dimensional tolerances.ⓘ Resistance Factor [Φ] | | | +10% -10% |
✖28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.ⓘ 28 Day Compressive Strength of Concrete [f_{c]} | | | +10% -10% |
✖Width of compression face is the measurement or extent of something from side to side.ⓘ Width of compression face [b] | | | +10% -10% |
✖Depth Rectangular Compressive Stress is defined as the depth of equivalent rectangular compressive-stress distribution, in(mm).
ⓘ Depth Rectangular Compressive Stress [a] | | | +10% -10% |
✖Distance from Compression to Tensile Reinforcement is defined as the distance from extreme compression surface to the centroid of tensile reinforcement, in (mm).ⓘ Distance from Compression to Tensile Reinforcement [d] | | | +10% -10% |
✖Distance from Plastic to Tensile Reinforcement is defined as the distance, in (mm), from the plastic centroid to centroid of tension reinforcement.ⓘ Distance from Plastic to Tensile Reinforcement [d"] | | | +10% -10% |
✖Area of Compressive Reinforcement is common sense to place reinforcement in an area subjected to compressive stress.ⓘ Area of Compressive Reinforcement [A_{s}'] | | | +10% -10% |
✖Yeild Strength of Base Plate is defined asⓘ Yeild Strength of Base Plate [F_{y]} | | | +10% -10% |
✖Distance from Compression to Centroid Reinforcment is defined as the distance from extreme compression surface to the centroid of compression reinforcement, in (mm).ⓘ Distance from Compression to Centroid Reinforcment [d'] | | | +10% -10% |
✖Area of tension reinforcement is the area of column under tension.ⓘ area of tension reinforcement [A_{s}] | | | +10% -10% |
✖Tensile Stress in Steel is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress.ⓘ Tensile Stress in Steel [f_{s]} | | | +10% -10% |