Worked, unit-aware calculation worksheets across structural, mechanical, electrical and more. Open any example into your own workspace to edit and reuse. New to Calculeaf? Start with your first worksheet or the examples guide.
53 examples found
Second moment of area of a built-up or hollow rectangular (I-type) section.
Dynamic wind pressure on a surface from the wind speed.
Design snow load on a roof from the ground snow load and a shape coefficient.
Horizontal tension in a cable from its span, load and sag.
Mid-span sag of a loaded cable from its tension, span and load.
Shear flow at a joint in a built-up beam from the shear force and first moment of area.
Tip deflection of a cantilever loaded by a moment at its free end.
Support reaction of a cantilever beam carrying a uniformly distributed load.
Centroid location of a two-part composite area.
Tension force on the critical bolt row of a moment connection from the applied moment and lever arm, checked against the bolt group capacity.
Shear stress on the effective throat of a fillet weld group under a direct load, checked against the weld metal allowable stress.
Average bearing pressure under a steel column base plate on a concrete pier, checked against the allowable concrete bearing stress.
Tension demand per anchor bolt from a net uplift force, checked against the allowable tension capacity of a single anchor.
Combined shear-yield and tension-fracture capacity along a bolted connection failure block, checked against the applied load.
Friction-based slip resistance of a pretensioned bolt group, checked against the applied shear load.
Effective width of a concrete slab acting compositely with a steel beam, taken as the lesser of a span fraction and the beam spacing.
Elastic critical shear buckling stress of a thin plate girder web panel under shear loading.
Elastic critical moment for lateral-torsional buckling of an unbraced steel beam, from a simplified closed-form expression.
Combined axial-plus-bending demand-to-capacity ratio for a beam-column, using the AISC-style linear interaction equation.
Total seismic base shear on a building from the equivalent lateral force method, using a design spectral acceleration and response modification factor.
Velocity pressure and resulting force on a building face from wind speed, air density, and a pressure coefficient.
Additional roof load from a snow drift accumulating against a roof step, from drift height and snow unit weight.
Concrete stress at the bottom fibre of a prestressed beam, combining axial prestress, prestress eccentricity, and applied moment effects.
Immediate prestress loss in a pretensioned concrete member caused by elastic shortening of the concrete as strands are released.