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EXISTING TRUSS 1 WITH NEW RTU 14 VEER <br />CONCLUSIONS: <br />FOR EXISTING TRUSS 1 - THE NET STRESS DID NOT INCREASE WITH THE <br />NEW RTU, AND THE WEIGHT OF THE NEW RTU IS LOWER THAN THE <br />EXISTING. <br />FOR EXISTING TRUSS 2 - THE NET STRESS INCREASED, BUT ONLY BY 4% < <br />5% IEBC, AND THE NEW RTU IS 4% HEAVIER, SINCE CURBS DISTRIBUTE <br />THE LOAD (NOT CONCENTRATED AS ASSUMED TO BE CONSERVATIVE) <br />THE FLEXURAL CAPACITY OF THE TRUSSES IS ASSUMED TO BE <br />ACCEPTABLE WITHOUT FURTHER MODIFICATIONS. CHECK SHEAR, SINCE <br />TOP CHORD BEARING. <br />Page 12 of 24 <br />