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  • Produktbild: Basic Values on Single Span Beams
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Basic Values on Single Span Beams Tables for calculating continuous beams and frame constructions including prestressed beams

49,99 €

inkl. gesetzl. MwSt., Versandkostenfrei

Beschreibung

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

09.04.2012

Abbildungen

VI, 114 p. 1 illus.

Verlag

Springer Berlin

Seitenzahl

114

Maße (L/B/H)

27,9/21/0,7 cm

Gewicht

314 g

Auflage

1965

Sprache

Englisch

ISBN

978-3-642-49163-4

Beschreibung

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

09.04.2012

Abbildungen

VI, 114 p. 1 illus.

Verlag

Springer Berlin

Seitenzahl

114

Maße (L/B/H)

27,9/21/0,7 cm

Gewicht

314 g

Auflage

1965

Sprache

Englisch

ISBN

978-3-642-49163-4

Herstelleradresse

Springer-Verlag KG
Sachsenplatz 4-6
1201 Wien
AT

Email: ProductSafety@springernature.com

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  • Produktbild: Basic Values on Single Span Beams
  • Produktbild: Basic Values on Single Span Beams
  • A. General remarks.- B. Relationships between fixed end moments and deformation values in the simply-supported beam.- C. Relationsships between loading (qx), shearing forces (Qx), moments (Mx), angles of rotation (?, ß) and deflection curve (y).- D. Examples of application of the tabular values for the singlespan beam under vertical loading.- E. The tables for determining the secondary moments due to prestressing (Tables V-1 to V-5).- Table of the ratios of moments of inertia of T-cross-section to those of rectangular cross-section.- Loading 1 (to Table 1): Bound line load, uniformly distributed.- Loading 2 (to Table 2): Symmetrical line load, uniformly distributed.- Loading 3 (to Table 3): Symmetrical twin line load, uniformly distributed.- Loading 4 (to Table 4): Continuous triangular load.- Loading 5 (to Table 5): Bound triangular line load.- Loading 6 (to Table 6): Symmetrically bound triangular twin line load.- Loading 7 (to Table 7): Symmetrical twin triangular load.- Loading 8 (to Table 8): Bound triangular line load.- Loading 9 (to Table 9): Symmetrically bound triangular load.- Loading 10 (to Table 10): Bound triangular line load.- Loading 11 (to Table 11): Symmetrical triangular load.- Loading 12 (to Table 12): Continuous trapezoidal load.- Loading 13 (to Table 13): Bound trapezoidal load.- Loading 14 (to Tables 14 A-C): Symmetrical trapezoidal mid-span line load.- Loading 15 (to Table 15): Bound trapezoidal load.- Loading 16 (to Table 16): Bound load according to a quadratic parabola.- Loading 17 (to Table 17): Symmetrical load according to a quadratic parabola.- Loading 18 (to Table 18): Bound load according to a quadratic parabola.- Loading 19 (to Table 19): Bound load according to a quadratic parabola.- Loading 20 (to Table 20): Symmetrical loadaccording to a quadratic parabola.- Loading 21 (to Table 21): Bound load according to a quadratic parabola.- Loading 22 (to Tables 22 A-E): Free uniformly distributed line load.- Loading 23 (to Tables 23A-F): Free unsymmetrical triangular line load.- Loading 24 (to Tables 24 A-E): Free symmetrical triangular line load.- Loading 25 (to Tables 25 A-B): Free symmetrical twin triangular line load.- Loading 26 (to Tables 26 A-E): Free line load according to a quadratic parabola.- Loading 27 (to Table 27): Concentrated load in any position.- Loading 28 (to Table 28): Several symmetrically arranged concentrated loads, dividing the span into equal intervals.- Loading 30 (to Table 30): Application of a pure bending moment.- Loading 33: Settling of supports.- Loading 34: Differences in temperature.- Loading V-l (to Table V-1) Prestressing: Prestressing tendon according to a quadratic parabola, centrically anchored at the end.- Loading V-2 (to Table V-2) Prestressing: Chapeau-Tendon.- Loading V-3 (to Tables V-3 a and b) Prestressing: Prestressing tendon according to a cubic parabola over intermediate supports.- Loading V-4 (to Table V-4) Prestressing: Combination in end-span: Prestressing tendon according to a quadratic parabola changing into cubic parabola.- Loading V-5 (to Tables V-5a-k) Prestressing: Tendon over a whole inner span according to a cubic parabola.