Hot-rolled products in weldable fine grain structural steels; part 2: delivery conditions for normalized/normalized rolled steels; German version EN Find the most up-to-date version of DIN at Engineering DINWelding of reinforcing steel – Part 1: Execution of welding operations (FOREIGN STANDARD)-This standard deals with the requirement for .

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If the member bracing the compression member forms part of a structure of the type shown in figure 11 bit shall be checked whether the assumption of an inclination of the structure including members with and without a bracing function to the target axis as 40999-1 in subclause 7. Coefficients of friction and roughness factors.

DIN 德国混凝土标准()Plain, reinforced and prestressed concrete-英文版_图文_百度文库

The minimum cover to ensure adequate corrosion protection and bond shall be as given 409-1 table 4 and item 4 above, respectively. Approximate effective spans for calculation of effective flange width 4 Where beams are of variable depth, the web widthbw, in equation 8 may be increased by dimension bv see figure 4.

Page 44 DIN Subscription pricing is determined by: The anchorage length, lba, may be determined as follows: The values given in table 7 may be used as an approximation.

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Page 21 DIN Page 45 DIN Where more than one type of environmental conditions apply, the exposure class with the most stringent requirements shall be taken. Final creep coefficient for normalweight concrete in an external humid atmosphere. Permitted deviations from shear resistance diagram for conventional buildings. Minimum lap lengths of transverse bars.

Design and construction Part 2: Model column notation For 8see page Edge reinforcement at the free edges of slabs. The concrete parameters required for their design shall then be derived from the provisions given in subclause 9. Parts of critical section not satisfying item 4099- of subclause Page 36 DIN Shear reinforcement for lap joints.

If the cross-sectional width decreases towards the edge in compression, fcd shall be reduced by a dn of 0,9.

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In keeping with current practice in standards published by the International Organization for Standardization ISOa comma has been used throughout as the decimal marker.

Stress-strain curve of reinforcing steel for section design. This requirement may be deemed satisfied if the specifications of subclauses 8. Theoretical stress-strain curve of prestressing steel for section design. Slab with column head with lH greater than 1,5 hH. Page 62 DIN For coiled reinforcement, the requirements shall apply to their condition following straightening. The information shown on the drawings shall correspond to that in the structural analysis and shall cover all dimensions necessary for the construction of the members and for checking design calculations.

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Exposure classes 1 2 Description of environment 3 4 Minimum concrete strength class Class Examples where exposure classes may occur 1 No risk of corrosion or attack X0 No risk of attack Members without reinforcement in a non-aggressive environment e. The procedures in such 40999-1 shall be established by the responsible inspection authorities. Page 53 DIN In non-linear analysis, g P shall be represented by an upper limiting value, equal to 1,2, or lower limiting value, equal to 0,83 whichever is least favourabletaking into account cracking or any gaping joints in the case of segmental structures.

Reduced depth of cross section for a separate analysis in y – plane for e 0z greater than 0,2 h. Nodal zone for analysis of compression nodes. The following units should be used 4099-11 calculations: