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How did the workability vary from your group’s plain concrete results and explain why

civil engineering
a bamboo reinforced concrete beam was made in a lab an I'm supposed to answer these questions:
How did the workability vary from your group’s plain concrete results and explain why  
How did your cube compressive strength vary from your other group’s results and suggest why  
How did the compressive stress in the concrete at failure in flexure compare to the cube compressive strength? What does this imply?  
List five ways in which the load which this beam carries could be improved  
Results can be found here (group 2- shredded rubber concrete):
https://sites.google.com/view/tcdcivilengineering/undergraduate-information/1e12?authuser=0

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