I m going to analyse bridge model but it will shows error during analysis that no load cases added but i already define all the load cases.
Model is attached kindly reslove the issue ASAP.bridge 26 m.STD
The PERFROM ANALYSIS command should be entered after the last load case, but not after the reference load definition as it is in your model. Move the PERFORM ANALYSIS PRINT ALL after
LOAD GENERATION 20
TYPE 1 26 0 3 YRANGE 7
Thankyou For Quick Rply..
i have one more issue actually i m not getting any plate stresses for moving load and in my model aftel analysis no moving load is appear.
X value of the initial position should be something between -1 and 25. Z value if the initial position should be between -1.5 and 1.5. If you want to apply the moving load at the top of the structure, Y value should be 7 and Range should be left as None. You may use a value of 1 for the load increment in X direction.
Thankyou for quick rply...
One more issue related to wind load as in x direction only single column and it is not form any frame than how can we generate wind load in that direction.
You may use the Open Structure option in the Wind Load dialog,