Dear sir,
I want to camber a steel beam .I am putting the value 750 (length/offset =30000mm/40mm(we need to camber it 40 mm)) and respect value 1.6 but results are still same with deflection 50mm .Why deflection is not decreasing? Kindly also guide me on how to calculate respect value.file is attached.communities.bentley.com/.../3835.Str1-_2800_2_2900_.std