Calculate dead load from tributary area: P = w·A_t. Unit weights: concrete 24 kN/m³, steel 78.5, wood 5-6. Floor dead loads: 1.5-3.0 kPa typical. Roof dead load 1.0-2.0 kPa. Self-weight, superimposed dead load components.
2D stress state at a point. All stresses in MPa.
Calculate dead load from tributary area: P = w·A_t. Unit weights: concrete 24 kN/m³, steel 78.5, wood 5-6. Floor dead loads: 1.5-3.0 kPa typical. Roof dead load 1.0-2.0 kPa. Self-weight, superimposed dead load components
Each component has a specific meaning:
Note: Interpret the dead load result against the clinical thresholds and context described above.
Enter the tributary area: P = w·A_t for the patient or scenario you are assessing. Calculate dead load from tributary area: P = w·A_t. Unit weights: concrete 24 kN/m³, steel 78.5, wood 5-6. Floor dead loads: 1.5-3.0 kPa typical. Roof dead load 1.0-2.0 kPa. Self-weight, superimposed dead load components. Use the dead load result to inform your clinical assessment.