xcalcs
Most recently added forms
FormDate
Properties of plane area: Standard beams: with tapered flanges21 Sep 2024
Continuous beam: over 2 spans: in simple bending: combined loads17 Sep 2024
Continuous beam: over 2 spans: in simple bending: concentrated moment17 Sep 2024
Continuous beam: over 2 spans: in simple bending: distributed load17 Sep 2024
Continuous beam: over 2 spans: in simple bending: point load17 Sep 2024
Continuous beam: over 2 spans: in simple bending: uniform load17 Sep 2024
Continuous beam: over 3 spans: in simple bending: combined loads17 Sep 2024
Continuous beam: over 3 spans: in simple bending: concentrated moment17 Sep 2024
Continuous beam: over 3 spans: in simple bending: distributed load17 Sep 2024
Continuous beam: over 3 spans: in simple bending: point load17 Sep 2024
Continuous beam: over 3 spans: in simple bending: uniform load17 Sep 2024
Continuous beam: over 4 spans: in simple bending: combined loads17 Sep 2024
Continuous beam: over 4 spans: in simple bending: concentrated moment17 Sep 2024
Continuous beam: over 4 spans: in simple bending: distributed load17 Sep 2024
Continuous beam: over 4 spans: in simple bending: point load17 Sep 2024
Continuous beam: over 4 spans: in simple bending: uniform load17 Sep 2024
Continuous beam: over 5 spans: in simple bending: combined loads17 Sep 2024
Continuous beam: over 5 spans: in simple bending: concentrated moment17 Sep 2024
Continuous beam: over 5 spans: in simple bending: distributed load17 Sep 2024
Continuous beam: over 5 spans: in simple bending: point load17 Sep 2024
Continuous beam: over 5 spans: in simple bending: uniform load17 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: uniform load: on girder16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: combined loads16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: uniform temperature change16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: distributed partial load: linearly varying: on post16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: distributed partial load: linearly varying: on girder16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: point load: on post16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: point load: on girder16 Sep 2024
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: uniform load: on post16 Sep 2024
Torsional properties of plane area: User defined section: without holes: from a dxf file02 Aug 2024
Properties of plane area: User defined section: Border pixels suppressed: (see Info)02 Aug 2024
Properties of plane area: User defined section: Border pixels fully taken:(see Info)02 Aug 2024
Properties of plane area: User defined section: Border pixels at 50%: (see Info)02 Aug 2024
Properties of plane area: User defined section: from a dxf file02 Aug 2024
Circular flanges with hub: hub with constant thickness: loose, welded: fig.2-4(3): to internal pressure: gasket laying inside inner edge of bolt holes01 Aug 2024
Full face flanges with soft ring type gaskets: external pressure01 Aug 2024
Full face flanges: with soft ring type gaskets: to internal pressure01 Aug 2024
Narrow face gasketed flanges: integral method: with hub: WN or LWN type: to internal pressure01 Aug 2024
Calculation of: departure from the true circle: of: cylinders: cones: measurements at: 24 equispaced angular positions01 Aug 2024
Allowable external pressure: of cylindrical shells: circularity outside tolerance01 Aug 2024
Allowable external pressure: of cylindrical shells: circularity within tolerance01 Aug 2024
Junction between the large end of a cone and a cylinder: without a knuckle: cone and cylinder with constant thicknesses: under internal pressure01 Aug 2024
Junction between the large end of a cone and a cylinder: with knuckle: cone and cylinder with constant thicknesses: under internal pressure01 Aug 2024
Required thickness of conical shells: under internal pressure: Calculation based on inside diameter01 Aug 2024
Minimum thickness of: ellipsoidal ends: under internal pressure01 Aug 2024
Required thickness of conical shells: under internal pressure: Calculation based on outside diameter01 Aug 2024
Minimum thickness of: torispherical ends: under internal pressure01 Aug 2024
Minimum thickness of: spherical shells: spherical parts of shells: hemispherical ends: central zone of torispherical ends: spherical knuckles of cones to cylinders: under internal pressure: e/De<=0.16: Calculation based on inner radius01 Aug 2024
Minimum thickness of: spherical shells: spherical parts of shells: hemispherical ends: central zone of torispherical ends: spherical knuckles of cones to cylinders: under internal pressure: e/De<=0.16: Calculation based on outer radius01 Aug 2024
Minimum thickness of cylindrical shells under internal pressure: e/De<=0.16: Calculation based on inner diameter01 Aug 2024

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