Training Overview
Calculate and check the connections with common bolts or rivets elements of a floor (articulated assemblies).
      
                                                                                        - calculate and verify bolted or riveted joints of the truss elements (assemblies by gussets)
 - Calculate and check the joints with bolts High strength (embedded assemblies).
 - Calculate and check the welds.
 
                                                    Duration of the training: 
             Days
                                                
                                                                                                                                    
                                         
                                    4
      metal construction technicians
      
                                        Calculation and verification assemblies with common bolts or rivets elements of a floor (articulated assemblies).
      
                                        - Shear: single and double.
 - diametral pressure Concept.
 - Choosing the proper design of the assembly
 - Determination of maximum shear stress on bolts or rivets.
 - Calculation and verification of bolted or riveted joints of the truss elements (assemblies by gussets)
 - Choosing the proper design of the assembly:
 - Determine the diameter of the bolts or rivets
 - Determine the thickness of the gusset
 - Number of bolts or rivets
 - Verification of the thicknesses of the individual parts conform tonormative documents
 - distance Condition bolts or rivets
 - Calculation and verification of assemblies with high strength bolts (recessed assemblies).
 - Select the appropriate form for assembly.
 - Calculation of tensile stress and allowable slip
 - Verification of shear souls
 - Calculation of moment resistance
 - Calculation and verification of welds.
 - Weld: In corners, butt, on sheets, tubes and profiles.
 - Preparation by: Materials, thicknesses and types of joints.
 - To determine the stress distribution in the weld seam
 

                
    


                                            
    




