Yield-line Formulae for Slabs. (1972)

• Record Type: Book
• Further Information: Note: K.W. Johansen.
• Authors: Johansen, K. W
• Contents: Cover; Half Title; Title Page; Copyright Page; Table of Contents; Foreword; List of K. W. Johansen's scientific publications; Introduction; 0: Slabs spanning in one direction (beams); 0.1 Uniformly distributed load; 0. 2 Point loads; 1: Rectangular slabs; 1.1 Supported on all four sides; 1.11 Uniformly distributed load; 1.12 Triangular load distribution; 1.13 Line loads; 1.14 Point loads (wheel loads); 1.15 Slabs with holes; 1.16 Extent of reinforcement at the restrained edges; 1.17 Deflexions; 1.18 Orthotropic slabs; 1.19 Numerical example; 1.2 Supported along three sides 1.21 Uniformly distributed load and line load1.22 Triangular loading; 1.23 Point load; 1.24 Slabs with holes; 1.25 Extent of top reinforcemen; 1.26 Deflexions; 1.27 Numerical example; 1.3 Supported along two adjacent sides; 1.31 Uniformly distributed load and line load; 1.32 Point load; 1.33 Deflexions; 1.34 Numerical example; 1.4 Supported along two opposite sides; 1.41 Uniformly distributed load and line load; 1.42 Point load; 1.43 Wheel loads; 1.5 Cantilever slabs (restrained along one side); 1.51 Line load; 1.52 Point loads; 1.6 Supported on one side and columns; 1.61 Column at the middle 1.62 Column at the corner1.63 Columns at both corner; 1.7 Supported on two adjacent sides and a column; 1.71 Column at the free corner; 1.72 Column inside the free corner; 1.8 Supported on four column; 2: Skew slabs; 2.1 Parallelogram-shaped slabs; 2.11 Supported on all four sides; 2.12 Supported on two sides; 2.2 Trapezoidal slab; 2.21 Supported on all four sides; 2.22 Supported on three sides; 2.23 Supported on two sides; 2.3 Convex quadrilateral slab supported on four sides; 3: Triangular slabs; 3.1 Supported on three sides; 3.2 Triangular slab supported on two sides 3.3 Isosceles triangle simply supported on one side and a column3.4 Equilateral triangle supported on columns at the corner; 4: Circular slabs; 4.0 Polar reinforcement; 4.1 Simple circular slab; 4.11 Isotropic reinforcement; 4.12 Polar reinforcement; 4.2 Ring-shaped slabs; 4.21 Supported along the inner edge, free at the outer edge; 4.22 Supported along the outer edge, free at the inner edge; 4.23 Supported along both edges; 4.3 Slabs on soil; 4.31 Plastic soil; 4.32 Non-plastic soil; 4.4 Slab supported on columns; 5: Flat-slab structures; 5.0 Conditions at the columns; 5.1 Inner panels 5.11 Square panels5.12 Rectangular panels; 5.2 Outer pan; 5.21 Edge panel; 5.22 Corner panels; 5.3 Single row of columns; 5.4 Bottom of circular tank on columns; 5.41 Supported on four columns at the middle; 5.42 Supported on four columns at the middle and around the circumference; 6: Choice of reinforcement; 6.1 Isotropic reinforcement-Orthotropic reinforcement; 6.2 Polar reinforcement; 6.3 Degree of restraint; Subject index; Sign convention, signs and symbols
• Publisher Details: Boca Raton, FL : CRC Press
• Publication Date: 1972
• Extent: 1 online resource
• Subjects: 624.1834; Structural engineering; Structural engineering; Electronic books
• Languages: English
• ISBNs: 9781482272321; 1482272326
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.