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Green Cottage Industries, LLC

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Mr. Jonathan Price, P.E., M.ASCE

Green Cottage Industries, LLC

Contributions

1 to 3 of 3 total
Posted By Jonathan Price 08-27-2023 11:19 AM
Found In Egroup: Integrated Buildings & Structures
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Justified because truss behavior is stiffer than bending by an order of magnitude. Test this by modeling a hypothetical truss first pinning all the joints, then fixing them. Loads must only be applied to the joints. No redundant supports, meaning pin one end and roller support opposite end. Behavior ...
Posted By Jonathan Price 12-18-2020 09:28 AM
Found In Egroup: Integrated Buildings & Structures
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I'd add the importance of structural redundancy. Jonathan S. Price, PE GCI, LLC ------------------------------ Jonathan Price P.E., M.ASCE Green Cottage Industries, LLC Pottstown PA ------------------------------
Posted By Jonathan Price 08-10-2020 12:10 PM
Found In Egroup: Integrated Buildings & Structures
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A simple span beam is the most conservative analysis assumption for bottom steel in a slab. Negative bending according to the ACI coefficients or by analysis would require hooked top bars. ------------------------------ Jonathan Price P.E., M.ASCE Green Cottage Industries, LLC Pottstown PA ...