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Michael Hammontree
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RE: RAM Concrete Beam: Significant Positive Moments at a Support
Seth Guthrie
You could stiffen the girder, making it a deeper section or less cracked for example, to confirm it's just a matter of relative rigidity leading to this unexpected bending moment. Another useful thing to check is the deflected shape. In the end you…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: RAM Concrete Top Reinforcement Cover Too Large With Increase in Top Cover
Seth Guthrie
I ran a test. Depending on the selected code and the forces, this warning kicks in when the single layer top cover to bar center increases to around 5" (ACI codes, using #6 bars and #3 ties). The capacity diagram is still correct (by inspection), but…
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum