EXAMPLE 1. NEW BUILDING DESIGN FROM REINFORCED CONCRETE

EXAMPLE 1: 'REINFORCED CONCRETE CONSTRUCTION STUDY' 46 The nodes of anisostasy should be excluded from the septal function. Select one of the two nodes and release all their dependencies from the baffle node. In addition, to simulate a sloping slab or roof slab diaphragm mode , you can multiply the Iy of its perimeter beams by a factor (50 to 100).