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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CONNIE: SI: Regulations directory : DIN

Should fair-faced concrete be cin, appropriate directions shall be included. The design of members shall be based on the highest permitted minimum concrete strength class associated with each exposure class, established taking into consideration item 2. You can download and open this file to your own computer but DRM prevents opening this 4099-11 on another computer, including a networked server. Page 22 DIN This does not apply to the analysis of positional stability as specified in DIN Where bonding conditions are moderate cf.

Design model for analysis of punching shear resistance.

These values apply for both compression and tension. Minimum lap lengths of transverse bars. Subscription pricing is determined by: This requirement may 40999-1 deemed satisfied if the specifications of subclauses 8.

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Compressive stresses shall be djn negative signs in equation Minimum concrete cover for corrosion protection and tolerance on concrete cover. Page 26 DIN Page 61 DIN Design shall be carried out in accordance with the principles of this standard. The anchorage length, lba, may be determined as follows: Approximate effective spans for calculation of effective flange width.

Sections for analysis of punching shear reinforcement. VRd,ct as the design shear resistance of members without shear reinforcement; as the design shear resistance, limited by the capacity of the shear reinforcement; VRd,sy VRd,max as the design shear resistance, limited by the strength of the struts.

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Design model for calculation of effective eccentricity 7 e 2 shall be determined on the basis of subclause 8. Coefficients of friction and roughness factors.

Design and construction Part 2: Already Subscribed to this document. The increase should generally be equal to the magnitude of the unevenness but not less than 20 mm, and shall be approximately 50 mm when concrete is placed directly on the ground.

The minimum cover to ensure adequate corrosion protection and bond shall be as given in table 4 and item 4 above, respectively. Page 16 DIN Add to Alert PDF. Simplified moment-curvature relationship for prestressed concrete sections 10 Where tendons are located externally, the strain between two consecutive points of contact with the structure is to be assumed constant. The following units should be used in calculations: Previous editions DIN Introduction In this standard, a distinction is made between principles and application rules, which differ from each other in the following ways: As the voice of the U.

Partial safety factors to determine the resistance at ultimate limit state 1 Design situation concrete, g ca b 1 2 3 a 2 Partial safety factor for reinforcing or prestressing steel, gs or gs,fat 1,15 1,05 1,15 3 system resistance, gR Permanent and temporary Accidental Fatigue analysis as in subclause 10 1,5 1,3 1,5 See subclause 8.

Combinations of stirrups and shear assemblies. It may generally be assumed that the conditions in the concrete cover are the same as the ambient conditions to which the member is exposed.

This standard is also available to be included in Standards Subscriptions. Should the temperature of the steel only once go beyond these limits, the material properties may be expected to change significantly see also item 3 of subclause Design model for calculation of effective eccentricity.

We have no document history for this standard. Page 65 DIN Spacings s and s 0 for calculation of a1. For 10see page As a simplification, sp0 may conservatively be assumed equal to spg0.

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In the presence of transverse tensile stresses or transverse cracking, the resulting reduction in compressive strength shall be taken into account. Effective zones for calculation of minimum bending moments. Page 68 DIN Otherwise, indirect support shall be assumed see figure 8.

The values given are based on a shear slenderness ratio, l, of 3 and shall be multiplied by kl in cases where l has a value other than 3. The minimum requirement classes, to be specified by the client or building authorities, shall be those given in table Permitted welding processes, joints and applications 1 Type of loading Welding process, with reference number from DIN EN ISO 1 2 Flash welding Manual metal-arc welding Self-shielded tubular cored arc welding Predominately static Metal active gas welding b 24 Friction welding Spot welding Flash welding Not predominately static Manual metal-arc welding Metal active gas welding 42 21 24 2 3 Type of joint and application Tension bars a Butt joints Butt joints where d s?

The standards listed above have been consolidated into the new standard series, each Part of which deals with a different aspect. In keeping with current practice in standards published by the International Organization for Standardization ISOa comma has been used throughout as the decimal marker. The horizontal forces, H fd, shall be regarded as independent actions and shall not be further reduced by combination factors since these are already taken into account in the vertical axial forces.

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.