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Green Cottage Industries, LLC
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Mr. Jonathan Price, P.E., M.ASCE
Green Cottage Industries, LLC
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RE: Moment Transfer in Trusses
Posted By
Jonathan Price
08-27-2023 11:19 AM
Found In
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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 ...
RE: What structural technical topics do we struggle with most?
Posted By
Jonathan Price
12-18-2020 09:28 AM
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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 ------------------------------
RE: Anchorage of Positive Moment Reinforcement in Slabs
Posted By
Jonathan Price
08-10-2020 12:10 PM
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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 ...
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