This option defines how the wall is grouted. The effective thickness is based on table B3 of the Reinforced Masonry Engineering Handbook, by Amrhein, Copyright 1998. This value is used, along with the value of grout / bar spacing, to determine the effective thickness of the wall. The program will subtract 3/8" from this value to get the actual thickness. This is the nominal thickness of masonry walls. If you want to adjust grout spacing, review the Masonry Out tab. For the Max Shear Check for in plane design, the program will only optimize the spacing of reinforcement.A value of 1.0 denotes that the program may choose a rebar layout that is at 100% of capacity. Setting a maximum Bending Check (Axial & Bending) or a maximum Shear Check controls the rebar which the program chooses for the wall design. All code references in this topic refer to the TMS 402-16 specification unless noted otherwise.For masonry wall results interpretation, see the Masonry Wall Results topic. For masonry calculation considerations and code references, see the Masonry Wall - Design topic. For masonry wall modeling procedures, see the Masonry Wall - Modeling topic. For general wall panel information, see the Wall Panels topic. In this section, we will explain the masonry specific inputs and design considerations. The masonry wall panel element allows you to easily model, analyze and design masonry walls for in plane and out of plane loads. Masonry Wall - Design Rules Masonry Wall - Design Rules
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