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A Brief of Systematic EC-2 Design

PART B DESIGN ANALYSIS OF CONCRETE ELEMENTS FOR AUXILARY STRUCTURES OF NUCLEAR FACILITIES BASED ON EC-2 [Pg.605]

Suitable dimensions for b and d can be decided by a few trial calculations as follows [Pg.605]

The maximum design shear foree VEd.raa.iL should not be greater than 0.1 d -fckl 2 S(i)fck- To avoid eongested shear reinforcement, VEd.raax preferably be somewhat closer to half (or less) of the maximum allowed. [Pg.606]

The span-effective depth ratio for spans not exceeding 7 m should be within the basic values given of the eode. For spans greater than 7 m the basie ratios are multiplied by 7/span. [Pg.606]

Check that the area of steel provided is within the maximum and minimum limit required. [Pg.606]

A Brief of Systematic EC-2 Design Fig. 10.5 Type of shear link... [Pg.615]

See other pages where A Brief of Systematic EC-2 Design is mentioned: [Pg.605]    [Pg.607]    [Pg.609]    [Pg.611]    [Pg.613]    [Pg.617]    [Pg.619]    [Pg.605]    [Pg.607]    [Pg.609]    [Pg.611]    [Pg.613]    [Pg.617]    [Pg.619]   


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