Basic installs

E

engineer_yildiz

New Member
A) WHICH COMBINESIOMS WE SHOULD CONSIDER IN CONTROL OF SOIL STRESSES IN ALL TYPES OF FOUNDATION (not for Reinforced Concrete Calculation). (G+Q, G+Q+E, 1.4G+1.6Q etc. ) B) Which foundation types G+Q and G+Q+E loadings "Use earthquake loads in analysis settings" without the need to mark or Reinforced Concrete (Single foundation and It performs automatic soil stress control (G+Q+E and G+Q) without interfering with the parameters (continuous basis)?
 
In the program a-) Soil tension controls are made according to G+Q, and G+Q+/-E loadings. If the user wants, they can only check according to G+Q loading by not checking "Use earthquake loadings in stress control" in Analysis Settings/Foundation Soil Tab. b-) The use of earthquake loadings in single, continuous and beamless raft foundations in soil stress control is under user control and depends on the "use earthquake loads" option. Soil stress control on rafter raft foundation is done only according to G+Q loading.
 
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