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As the attached model, there are two platforms with different thickness (1.4m and 2.3m) to support the heavy machine. The load points from the machine are assigned to model. When I run plate and shell reinforcement, the error message shown "For panel no. xx the maximum bar spacing: xxxx is exceeded. I checked maximum moments in x and y axis from the plate and shell result, and take manual calculation of reinforcement area, the bar spacing is much more higher than the value shown in the provide reinforcement screen. are there anything wrong on the model. Please help me to solve this problem.
Thanks
Solved! Go to Solution.