Suchergebnisse
Ihre Suche nach "
beam
" zurückgegeben die folgenden Blätter:
Supported-infinite beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top free
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top fixed
Supported-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Infinite beam: on elastic foundation: distributed load: linearly varying over 'a'
Guided-infinite beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end supported: right end guided: distributed load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top free
Beam under simple bending: large deflections: left end supported: right end guided: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top guided
Guided-guided beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top free
Beam under simple bending: large deflections: left end supported: right end guided: uniform load
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top fixed
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top supported
Supported-fixed beam: on elastic foundation: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base supported: top supported
Free-free beam: on elastic foundation: point load
Supported-guided beam: on elastic foundation: concentrated load
Beam under simple bending: large deflections: left end fixed: right end free: distributed load
Free-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base supported: top supported
Supported-guided beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Simply supported beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base supported: top supported
Supported-fixed beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Beam under simple bending: large deflections: left end fixed: right end free: uniform load
Beam under simple bending: large deflections: left end fixed: right end free: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base supported: top supported
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top supported
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top supported
Fixed-guided beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end fixed: right end supported: uniform load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top free
Beam under simple bending: large deflections: left end supported: right end supported: uniform load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top guided
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base supported: top supported
Beam under simple bending: large deflections: left end fixed: right end fixed: distributed load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top guided
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top free
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top supported
Beam under simple bending: large deflections: left end fixed: right end supported: concentrated load
Beam under simple bending: large deflections: left end supported: right end supported: concentrated load
Beam under simple bending: large deflections: left end fixed: right end supported: distributed load
Beam under simple bending: large deflections: left end supported: right end supported: distributed load
Beam under simple bending: large deflections: left end fixed: right end fixed: concentrated load
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top free
Infinite beam: on elastic foundation: concentrated load
Beam under simple bending: large deflections: left end fixed: right end fixed: uniform load
Supported-free beam: on elastic foundation: concentrated load
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top supported
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top guided
Free-free beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top supported
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base supported: top supported
Guided-free beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top fixed
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top fixed
Semi-infinite beam: on elastic foundation: concentrated moment
Simply supported beam: on elastic foundation: point load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top fixed
Fixed-free beam: on elastic foundation: point load
Guided-infinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Infinite beam: on elastic foundation: concentrated moment
Supported-free beam: on elastic foundation: concentrated moment
Semiinfinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-free beam: on elastic foundation: point load
Fixed-fixed beam: on elastic foundation: point load
Supported-infinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-guided beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Fixed-guided beam: on elastic foundation: point load
Fixed-infinite beam: on elastic foundation: point load
Fixed-infinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-guided beam: on elastic foundation: concentrated load
Fixed-guided beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Fixed-fixed beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-infinite beam: on elastic foundation: point load
Supported-infinite beam: on elastic foundation: concentrated load
Fixed-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Semiinfinite beam: on elastic foundation: point load
Simply supported beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Fixed-fixed beam: on elastic foundation: concentrated moment
Supported-guided beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top guided
Fixed-free beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end fixed: right end guided: distributed load
Fixed-infinite beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top guided
Beam under simple bending: large deflections: left end fixed: right end guided: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top fixed
Supported-fixed beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end fixed: right end guided: uniform load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top free
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top fixed
Supported-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Infinite beam: on elastic foundation: distributed load: linearly varying over 'a'
Guided-infinite beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end supported: right end guided: distributed load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top free
Beam under simple bending: large deflections: left end supported: right end guided: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top guided
Guided-guided beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top free
Beam under simple bending: large deflections: left end supported: right end guided: uniform load
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top fixed
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top supported
Supported-fixed beam: on elastic foundation: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base supported: top supported
Free-free beam: on elastic foundation: point load
Supported-guided beam: on elastic foundation: concentrated load
Beam under simple bending: large deflections: left end fixed: right end free: distributed load
Free-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base supported: top supported
Supported-guided beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Simply supported beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base supported: top supported
Supported-fixed beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Beam under simple bending: large deflections: left end fixed: right end free: uniform load
Beam under simple bending: large deflections: left end fixed: right end free: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base supported: top supported
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top supported
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top supported
Fixed-guided beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end fixed: right end supported: uniform load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top free
Beam under simple bending: large deflections: left end supported: right end supported: uniform load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top guided
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base supported: top supported
Beam under simple bending: large deflections: left end fixed: right end fixed: distributed load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top guided
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top free
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top supported
Beam under simple bending: large deflections: left end fixed: right end supported: concentrated load
Beam under simple bending: large deflections: left end supported: right end supported: concentrated load
Beam under simple bending: large deflections: left end fixed: right end supported: distributed load
Beam under simple bending: large deflections: left end supported: right end supported: distributed load
Beam under simple bending: large deflections: left end fixed: right end fixed: concentrated load
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top free
Infinite beam: on elastic foundation: concentrated load
Beam under simple bending: large deflections: left end fixed: right end fixed: uniform load
Supported-free beam: on elastic foundation: concentrated load
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top supported
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top guided
Free-free beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top supported
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base supported: top supported
Guided-free beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top fixed
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 1st power of x (n=1): under a single axial compressive load: base fixed: top fixed
Semi-infinite beam: on elastic foundation: concentrated moment
Simply supported beam: on elastic foundation: point load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 2nd power of x (n=2): under a single axial compressive load: base fixed: top fixed
Fixed-free beam: on elastic foundation: point load
Guided-infinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Infinite beam: on elastic foundation: concentrated moment
Supported-free beam: on elastic foundation: concentrated moment
Semiinfinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-free beam: on elastic foundation: point load
Fixed-fixed beam: on elastic foundation: point load
Supported-infinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-guided beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Fixed-guided beam: on elastic foundation: point load
Fixed-infinite beam: on elastic foundation: point load
Fixed-infinite beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-guided beam: on elastic foundation: concentrated load
Fixed-guided beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Fixed-fixed beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Guided-infinite beam: on elastic foundation: point load
Supported-infinite beam: on elastic foundation: concentrated load
Fixed-free beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Semiinfinite beam: on elastic foundation: point load
Simply supported beam: on elastic foundation: distributed load: linearly varying: from 'a' to 'b'
Fixed-fixed beam: on elastic foundation: concentrated moment
Supported-guided beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: with two stepped sections: under two axial compressive loads: base fixed: top guided
Fixed-free beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end fixed: right end guided: distributed load
Fixed-infinite beam: on elastic foundation: concentrated moment
Elastic stability of a beam-column: prismatic: under a single axial compressive load: base fixed: top guided
Beam under simple bending: large deflections: left end fixed: right end guided: concentrated load
Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top fixed
Supported-fixed beam: on elastic foundation: concentrated moment
Beam under simple bending: large deflections: left end fixed: right end guided: uniform load
Anmelden
Beispiel (durch Zufall)
Bibliothek (1544)
Träger (528)
Rahmen (228)
Finden
Info/Neuh.
Zu uns schreiben
Anmelden