What is the proper way to model a drop cap/panel at a corner of slab? If the drop cap/panel extends beyond the slab edge, will it be considered properly in the Punching Shear check? Any rebar shown as “Bottom” bars should be located and detailed such that they are located off the bottom fiber of the stem. If beams are included on a support line, design sections will include the beam depth (stem) as part of the design section and the flexural capacity is based on the depth of the beam.
INSTALLBUILDER LOG MESSAGE BASED ON CONDITION PRO
In ADAPT-Floor Pro RC, all reinforcement is shown as distributed, regardless of support line design designation. In ADAPT-Floor Pro RC, why is the reinforcement in beam bottoms shown as distributed? “Minimum_of_middle_strip_design_sections” 36 “Spacing_Of_Middle_strip_design_sections_m” 1.0 The program will create the number of sections as input unless it is less than spacing interval….if spacing interval controls, it will create sections at this spacing. These allow you to control the spacing and number of sections for middle strips. Go to C:/Program Files/ADAPT/Builder 2010/Initialize_Builder.txt and modify the following lines. In ADAPT-Floor Pro RC how can I change the density or spacing of design sections for automatically generated middle strips? See the video “Bulder 1010 Mesh Reinforcement Placement” on the ADAPT-Floor Pro/MAT video page for an example. Note that negative covers are acceptable to shift a mesh downward. If mesh reinforcement is required at different depths, assign individual meshes to different slab regions and modify the cover to the proper value. Any mesh reinforcement assigned will be located in depth relative to the dimensions of this slab. The cover of reinforcement is taken relative to the first slab input into the model. How does ADAPT-Builder set the depth of mesh reinforcement or other base rebar when a model contains more than one slab region of different depths? Apply this force as its own load case in association with those combinations which should consider the displacement. You can determine a force which cause the shortening in the column to equal the displacement given the area and modulus of elasticity (P = Displacement*A*E / L). (2) ADAPT-Floor Pro accounts for axial shortening of columns. Note that the spring should replace the physical member (i.e. (1) Apply a point spring with a given stiffness at the location of support. To change this, select the desired reinforcement and from the “Modify Item Properties” input, go to the “Rebar” tab and change the bar distribution to grouped.Ĭan applied displacements be applied in ADAPT-Floor Pro?Īpplied displacements cannot be explicitly applied in the program, however, there are two methods whereby this behavior can be modeled. When working in ADAPT-Floor Pro RC or MAT-RC, the program will automaticlly distribute all calculated reinforcement over the tributary width. How can I make the program calculated top reinforcement “grouped” rebar centered over the support instead of “distributed” over the tributary width? Can Floor Pro and MAT run an unlimited number of load combinations?įor punching shear check, the program can run up to 50 strength combinations.
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