Differential Analysis of the Differential Application of Guanglianda Software in Cast-in-place Slab Reinforcement
The article mainly studies the reasons for the differences in the arrangement of steel bars in cast-in-place slabs in computational software,and uses control variables and comparative analysis methods to study the difference in steel bar quantity when different reinforcement arrangements are used.As a result,it was found that with the arrangement of single boards,the reinforcement at the support position would be anchored more accurately;Multiple plate layout,if the span of the plate exceeds the fixed length of the reinforcement,the reinforcement over-lap will be calculated more.The results indicate that analyzing the reasons for quantity differences in engineering quantity review is of great sig-nificance.
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