The FIP innovations released now are in accordance with the CEB-FIP version Code 1990 (MC ninety) to which common reference is made within the right-hand margins during the record. additionally they provide connection with later CEB Manuals in addition to additional FIP guides. for every type of structural concrete utilizing common weight aggregates, simple or bolstered, pre-tensioned or post-tensioned tendons, or mixtures of a lot of these different types of reinforcement, they clarify member layout and detailing via strut-and-tie types (STM). Separate chapters take care of ideas, fabric features, technological information and sturdiness necessities, power of ties, struts and nodes of strut-and-tie versions, final restrict country layout, serviceability country layout, and structural contributors. the previous FIP fee three needed this record to be of curiosity to experts, contractors and gurus by way of improving the direct program of strut-and-tie versions as a constant layout and detailing software.
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7) No additional transverse reinforcement is required within the lap length. 4 Splices by mechanical devices 9 12 4 The use of mechanical devices requires appropriate technical approval documents. These should specify the following details of the connection: • characteristic values of yield and ultimate strength, • deformation properties, • fatigue characteristics. 5 (1) Bars of the same diameter may be bundled. The maximum number of bars in a bundle is limited to three, except for vertical bars in compression and laps, where 4 bars may be bundled.
4 (fl The flanges of sections act as chords for members over their effective width. The force transfer from the web into the flange may be determined by means of a truss model. 2. It may be kept constant over the length of the member. Larger values may be assumed if the reinforcement is correspondingly designed and detailed. 7): nsf - (ÿsf -/yd = (ÿf ÿ ) (619) (5) The angle 0fl of the struts in the flanges in equ. 3. 0 for tension flanges. 7). 6 B-regions of members with torsion 635 (1) This section applies to B-regions of members where torsional resistance is required for equilibrium combined with bending and shear.
13). (2) The load transfer into the webs of the intersecting members and the web design may be assumed to be the same as for a direct support. (3) Careful consideration should be given to the anchorage of reinforcement, as there is no benefit of transverse compression for the length acc. 4. 1 (5). The beginning of the anchorage length is the first stirrup of the hanging-up reinforcement at the inner face of the beam, which defines the deviation of the compression field. 3 Concentrated load near a support and corbels ( 1) A load near a support of a beam (Fig 6.