- Please suggest me the errors in my model and at support it doesnt show any reaction load is not transfered.why? And what to do?
- Also my truss rest on rcc deck slab. I have put hi ged support at the node of truss which is connected to slab.will this transfer the load of truss into slab?
- If i remove the hinged support of truss. The truss elements are failing to highest property also.
- The slab rests on a pier which is supported by piles. How to design that pier? I have modelled it as a beam and assogned a property of concrete.communities.bentley.com/.../LATEST-STRUCTURE.std
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No load is transfered to support
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