Skip to end of metadata
Go to start of metadata

You are viewing an old version of this content. View the current version.

Compare with Current View Version History

« Previous Version 4 Current »

Please follow the instructions provided below to Bottom Reinforcements design of slab

Table 1: Uniform Reinforcement

 CAD view

Table 2: Additional Reinforcement

 CAD view

Table 2: Integrity Bottom Bar

 CAD view

https://bim.aecbolt.com/objidgt3v4wspwk411v3ko1dfk.libobj?values=DeadL:69038.0331445064%7CSuperDeadL:10873.5775261752%7CLiveL:25640.4329101528%7CBottomMatBarSize:0.625%7CBottomMatBar_Area:0.31%7CFy_LongReinf:60000%7CLongitudinalBarSize:1%7CWidthInternal:18%7CDepthInternal:12%7CAdditionalRebarsDir1:1%7CAdditionalRebarsDir2:2%7CIBBBarSize:0.625%7CIBBBar_Area:0.31%7CAggregateSize_Input:1%7CReportMode:1&view=docs

 CAD view

Structural Integrity Combination calculation of AEC|Bolt Report

CAD Drawing of AEC|Bolt Report

The “Bottom Reinforcement” part is completed in this step.

You can proceed to the “Punching Shear” section.

  • No labels

0 Comments

You are not logged in. Any changes you make will be marked as anonymous. You may want to Log In if you already have an account.