Firstly
because it is compulsory for the products that are incorporated in the
construction of a building. Secondly because the CE marking, carried out within
the existing legal framework along with the implementation of the Eurocode are
the only quality assurance (of the State not the supplier). It is also the only
way of checking that incorporated products in walls have the same benefits
stated in calculations. There is no point calculating if there is no comparison
value for gauging.
Monday, 20 May 2013
Thursday, 21 March 2013
TO IMPROVE THE PERFORMANCE OF MY WALL IN SEISMIC EVENTS,WILL I NEED TO PUT ALOT OF BED JOINT REINFORCEMENT?
For seismic events, the reinforcement itself will improve the mechanical behaviour of the wall because of its ductile properties. However for the same reasons given previously, this cannot be assigned stability of the wall to the reinforcement itself.
For the reinforcement to be calculated into seismic effects, it should be accompanied by other elements of retention, such as anchors to the pillars.
corner
execution
Thursday, 17 January 2013
DOES THE WIDTH OF THE REINFORCEMENT BENEFICIALLY AFFECT THE STRUCTURAL PERFORMANCE?
Reinforcement used in crack
control does not require a specific width, since
the only thing that counts in this case is the area of steel section.
By contrast, the width of
the reinforcement has a role to play when it has a structural function, and
that by increasing the mechanical arm, you increase at the same proportion the
horizontal bending strength of the walls in the masonry.
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