Does Girder-Slab Technologies provide engineering assistance?
Yes. Please call for further information. Additionally, all standard details are provided on our website.6. Under “Check Superimposed Compressive Stress on Concrete”, section modulus of 513 is apparently (63.8 in3)8.04. If 63.8 is already the transformed section modulus from your table, why is it again multiplied by 8.04?The 68.3 in3 is the section modulus of the transformed section represented in terms of steel. In order to check the compressive stress of the concrete, it is necessary to convert to a section modulus in terms of concrete. That is the reason for multiplying 63.8 by 8.04 (N) resulting in a section modulus of 513 in37. Reviewing the calculations in your Design Guide, I see no consideration for construction loads.Loading of construction material is not permitted on non-grouted plank.8. I am an engineer thinking of specifying your system for a new hotel. I have read thru your design guide and I understand your system is not proprietary, but you seem to be licensing steel co
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