Calculation of beam internal forces (shear force, bending moment) and deflections
Moment of inertia calculation for a general Section
Calculation of the maximum pressure under foundation
Calculation of reinforcement area, imperial units
Calculation of reinforcement area, metric units
Reinforced concrete beam bending moment capacity calculation (Eurocode 2)
Reinforced concrete column capacity calculation and column interaction diagram (Eurocode 2)
High strength bolt preload calculation, bolt tightening torque values (Eurocode 3 and EN1090-2)
Column base plate and bolt size calculation (Eurocode 3)
Calculation of base plate shear lug depth and thickness
Bolted moment connection capacity calculation (Eurocode 3)
Steel Beam Flexural Capacity and Lateral Tortional Buckling Capacity Calculation (AISC, LRFD)
Check for bearing stiffener requirement for webs with concentrated forces; Web local Yielding; Web Crippling; Web sidesway buckling
Wood beam capacity calculation, wood element verification (Eurocode 5)
Wood column capacity calculation, wood element verification (Eurocode 5)
Roof snow load calculation on monopitch roofs
Roof snow load calculation on pitched roofs
Roof snow load calculation on multispan roofs
Wind load reference pressure calculation (Eurocode 1)
Wind load orography factor calculation (Eurocode 1)
Active, passive and at rest soil pressure calculation for cohesionless soils
Reinforced concrete beam bending moment capacity calculation (ACI 318)
Reinforced concrete column capacity calculation and column interaction diagram (ACI318)
Rectangular and circular steel hollow sections weight per meter calculation
Equipment pad pressures calculation (metric)
Calculation of shears, moments and deflections for a simple supported beam, uniformly distributed load
Calculation of shears, moments and deflections for a simple supported beam, concentrated load at center
Calculation of shears, moments and deflections for a simple supported beam, concentrated load at any point
Calculation of shears, moments and deflections for a simple supported beam, 2 concentrated symmetrical loads