3 years agoChamplain Towers Concrete Critical Shear area increased with a ''ledger and beam system" #boltDepotConstruction Engineering & Failure Analysis
3 years agoCassondra Stratton &Critical Shear areas 3 sided and NOT balanced PERFECT STORM of load path failureConstruction Engineering & Failure Analysis
3 years agoCassondra Stratton Concrete Critical Shear area increased with a 'ledger and beam system #boltDepotConstruction Engineering & Failure Analysis
3 years agoChamplain Towers SURFSIDE BUILDING COLLAPSE EXPLAINING PUNCH SHEAR CRITICAL AREA AND TRIBUTARY AREASConstruction Engineering & Failure Analysis
3 years agoChamplain Towers Critical Shear areas were 3 sided and NOT balanced #champlainTowerConstruction Engineering & Failure Analysis
3 years agoCassondra Stratton Concrete Critical Shear area increased with a ''ledger & beam system" #boltDepotConstruction Engineering & Failure Analysis
2 years agoCritical Shear area and another Structural Engineer becomes a BANDIT and NOT even a shout-out!ValueEngineering
3 years agoCassondra Billedeau Stratton face of columns are not as strong as interior columns, let me explainConstruction Engineering & Failure Analysis
2 years agoDesign Envelopes and Finding the Worst-Case Demands - Intro to Structural AnalysisStructures with Prof. H
3 years agoCassondra Stratton Steel Could easily retrofit for increased punching shear critical Shear areaConstruction Engineering & Failure Analysis