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Cast-in joints

Cast-in Joint—A Joint where one load bearing member is partly embedded into the other load bearing member by means of bonding. This Joint is also know as an... [Pg.6]

P(8) For cast-in joints designed by testing, the following partial material safety factors shall be used ... [Pg.127]

In this EUROCOMP Design Code cast-in Joints are defined as Joints where a composite member is embedded in another member and the Joint is made by casting adhesive material between the two members. [Pg.207]

The Joint is defined as a cast-in Joint only if the load transfer is at least partly based on the adhesion between the casting adhesive and the two members. Typically the Joint relies to some extent, or even primarily, on... [Pg.207]

Cast-in joints are used to join intersecting members. [Pg.208]

Cast-in joints are typically loaded by compression and bending. Tensile loads should be avoided as the joint length (overlap) and the Joint quality would typically be insufficient. [Pg.208]

P(l) The strength of a cast-in joint shall be determined only when the... [Pg.208]

P(l) Those manufacturing aspects given in 5.3.5.11 and in 5.3.6.S applicable to cast-in joints shall be considered. [Pg.208]

A cast-in joint may be repaired using one of the following methods ... [Pg.210]

The strength of a cast-in joint has to be determined only when adhesive/resin failure leads to a total failure of the structure or when the serviceability limits are exceeded due to adhesive/resin failure. This is because in many applications the adhesive/resin is primarily used for purposes other than load transfer and in these cases the bond strength is not a design consideration. [Pg.494]

The preliminary design of a cast-in joint may be performed using the design procedures for adhesively bonded double-lap joints. Typically a cast-in joint design... [Pg.494]

Typical applications of cast in-joints may result in relatively thick bond layers. In the design process, account should be taken of the fact that the adhesive/resin layer thickness may not exceed the maximum value given by the adhesive/resin manufacturer. [Pg.495]

The development of a wide range of special forms of EPR was initiated when the idea of double resonance (using simultaneous irradiation by two different sources) was cast in 1956 by G. Feher at Bell Telephone Labs in his seminal paper on ENDOR, electron nuclear double resonance (Feher 1956). BioEPR applications of ENDOR were later developed on flavoprotein radicals in a collaboration of A. Ehrenberg and L. E. G. Eriksson in Stockholm, Sweden, and J. S. Hyde at Varian in Palo Alto, California (Ehrenberg et al. 1968), and on metalloproteins in a joint effort of the groups of R. H. Sands in Ann Arbor, I. C. Gunsalus in Urbana, Illinois, and H. Beinert in Madison (Fritz et al. 1971). [Pg.7]

FIGURE 8,11 Cast-in-PIacc Wall to Roof Slab Joint... [Pg.198]

Patterns.— Figs. 4 and 5 are simple examples and may be cast in one box. Patterns are first made in wood. Fig. 4 from i in. walnut, and Fig. 6 turned from beech, and both are arranged to taper smaller away from the joint face. All surfaces are nicely finished, and the whole coated with shellac varnish, made by... [Pg.70]

At a continuous roller hearth type annealing furnace 24 pairs of regenerative radiant tube burners were applied to the heating and soaking zone shown in Figure 24.22. The material to be heat treated is cast iron joints and design net capacity of the furnace is... [Pg.502]

In the case of decayed timber (Fig. 7(a)), the whole joint area may be replaced by a new solid structural node made with cast-in epoxy grout, connected with rods to sound timber parts (Fig. 7(b)). A much better alternative, although requiring more time and means and more skilled operators, is the individual repair of the members meeting in the joint, thus maintaining the original joint behaviour (Fig. 7(c)). [Pg.280]

The joint assessment and design model (JADM) described In the previous Semiannual Report has been Incorporated into a PC computer code. It has been used to evaluate the performance of zirconia/zirconia and zirconia/cast iron joints as part of the validation calculations for large scaie joints,... [Pg.255]

Table 1 lists the number of tests of different types that were performed at room temperature load-displacement data were recorded for many of the tests listed. In addition to the approximately 160 tests that are listed in Table 1, aoproximately 60 tests were performed early in this program these earlier tests were conducted in the development stage of the joints, and the results were used to screen candidate joint material and joining techniques. Besides the room temperature tests, approximately 30 tests were conducted at high temperature. For the zirconia-zirconia joints and their constituents, the high temperature tests were performed at 1000 C. while, for the zirconia-cast iron joints, the high temperature tests were conducted at 400 C,... [Pg.257]

Failure Load Predictions in ZrO /ZrO and ZrOg/Cast Iron Joints... [Pg.260]

This would Involve blocks like those In figure 11 cast in high quality moulds to very small tolerances and butted together with dry joints. It Is unlikely, however, that tolerances better than + Itnm could be achieved on the dimensions of the blocks. A consideration of strains under Initial prestress has shown that a planes of weakness zone constructed of such blocks would not... [Pg.27]


See other pages where Cast-in joints is mentioned: [Pg.122]    [Pg.167]    [Pg.170]    [Pg.207]    [Pg.208]    [Pg.494]    [Pg.495]    [Pg.501]    [Pg.501]    [Pg.122]    [Pg.167]    [Pg.170]    [Pg.207]    [Pg.208]    [Pg.494]    [Pg.495]    [Pg.501]    [Pg.501]    [Pg.970]    [Pg.220]    [Pg.134]    [Pg.200]    [Pg.125]    [Pg.139]    [Pg.139]    [Pg.1037]    [Pg.124]    [Pg.793]    [Pg.974]    [Pg.47]    [Pg.256]    [Pg.256]    [Pg.256]    [Pg.257]    [Pg.824]    [Pg.208]    [Pg.253]   


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