Design of Steel Structures Part 3 ppsx

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... to fabricate hydraulic steel structures. In addition, EM 1110-2-27 03 also recommends that the steel structures be welded in accordance with the Structural Welding Code -Steel (ANSI/AWS D1.1). ... on any riveted member. Figure 3- 3(a) shows fatigue cracks initiating from the ends of welded stiffeners in the end shield of a riveted roller gate. Figure 3- 3(b) shows cracks initiating from ... flange of a built-up girder (Figure 3- 1). Evaluation of girder flexure includes the longitudinal web-to-flange weld, the attachment of the welded stiffener to the girder, and the attachment of the...

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... BS 532 8, for specifying concrete mixes.Recommendations for admixtures of various kinds are also given.4 .3. 3 Section 3: design objectivesAs in Part 1, this section sets out the basis of design ... specification of the basis of design and actions on structures. EC6 Part 1–1 is laid out in the following six sections: • Section 1. General• Section 2. Basis of design • Section 3. Materials• ... brickwork and the other in blockwork.4.2 .3 Sections 3 and 4: design Sections 3 and 4 contain the main design information, starting with astatement of the basis of design. Unlike its predecessor, CP111,...

... determination of the value of the characteristic compressive strength of the masonry (fk) and the thickness of the unit required to support the design loads. Once fk is calculated, suitable types of ... have a length of at least one-fifth of the storeyheight and a thickness of 0 .3 (wall thickness) with a minimum value of 85mm.5.4.2 Effective thicknessThe effective thickness of single leaf ... value of the characteristic compressive strength of the masonry fk. Typically theequation takes the form (5.11) Generally the calculation of ΣW involves the summation of products of the partial...

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... provisions in clause 4, in particular, Table 4.1 and 4.2 .3 of ENV 19 93- 1-1:1992.b) 7 .3( 3)There is no limit to the deflection of purlins, provided the provisions in 4.2 .3 of ENV 19 93- 1-1:1992 are complied ... compression should be designed in accordance with the recommendations given in 6.4 of BS 5950-5:1998.6.7 Chapter 7 Serviceability limit statesa) 7 .3 DeflectionsThe designs for deflections ... ...

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