SRJb: Nodo di supporto laterale registrabile

adeguamento miglioramento sismico ntc 2008 | miglioramento o adeguamento sismico | SRJb: Nodo di supporto laterale registrabile

SRJb: Nodo di supporto laterale registrabile

class=img-responsive

SRJB: ADJUSTABLE SIDE SUPPORT NODE

Description of the SRJb node

 

The SRJb - Standard Roof Joint - is made up of two articulated elements, a rigid support A and a tilting element C joined together by the bracket B. The function of the node is to connect the perimeter beams of the roof to the curb. at the top of the masonry or of a possible curb in ca support. The element B, which prevents rotation in the ZX plane, defines the type of behavior of the node that is similar to an imperfect joint. The profiles 170/1, 170/2 and 170/3 can be placed on the SRJb node.

 

The SRJb knot is made in the workshop in compliance with the UNI standards relating to the chemical composition of steels and welding processes (UNI EN ISO 4016: 2002, UNI 5592: 1968, UNI EN ISO 898-1: 2001, UNI EN 20898-2 : 1994). The screws and bolts are made of high strength steel class 8.8 and the rest of the elements are steel S355. To guarantee greater durability, all the elements are subjected to a hot-dip galvanizing process.

 

Calculation hypothesis

 

Compressed stressed joint on the indicated surface constrained in correspondence with the holes connecting the masonry. The hypothesized constraint does not allow rotation in the ZX plane as it is prevented by the vertical bracket B

 

Calculation results

 

The results were obtained with a non-linear analysis of the stress / strain state and of the displacement / deformation behavior performed with a finite element calculation program. The characteristics of the materials are as follows: S355 steel plates; high strength screws and bolts 8.8. The results of the tests performed refer to the action of a force (F) for four distinct inclinations (α) of the node, arbitrarily chosen; the angle of rotation of the joint is respectively α = 15 °, 30 °, 45 ° and 60 °. The force F assumes the following values:

 

Where: Se = Max stress at the elastic limit.

 

Ss = Max stress at the complete plasticization of the resistant section.

 

Results of the force F expressed in Newton (N) equal to 10 N = 1 Kg.