❌ Asymmetric Layout ➡ Torsion 👌 Symmetric Layout #torsion #structure #civilengineering #structuralengineering #construction #arhitecture
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❌ Asymmetric Layout ➡ Torsion 👌 Symmetric Layout #torsion #structure #civilengineering #structuralengineering #construction #arhitecture
الفتل !
Zzz
Ingénieur en Génie Civil | Spécialiste en Bâtiment & Pathologie des Structures | Structures Métalliques, Béton et Mixtes | Conduite de Travaux
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That is Why GEOMETRY IS IMPORTANT! The response by Lateral loads is based on the structural integrity and shear wall location of the building structure. Which simply reduces the lateral deflections. The center of mass and center of resistance are then defined for the torsion control of the structure just according to the positioning of shear walls. Also, The column's orientation plays a crucial role in that #SeismicDesign #TorisionResistance #BuildingStructures #DualSystemFrames #StructuralEngineering #CivilEngineering
❌ Asymmetric Layout ➡ Torsion 👌 Symmetric Layout #torsion #structure #civilengineering #structuralengineering #construction #arhitecture
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What? Two beam details at the same location? Maybe it's meant to be that way. Who knows? 🤷♂️ In any case, refer back to the design engineer before proceeding with the work. #siteengineer #construction #structural #discrepancy
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The EI of the frame can change on changing the configuration of the reinforcement. The effect is just phenomenal. An increase of 30 percent in the moment resisting capacity without a significant change in the nature of material. This is Structural analysis 101. Pure Joy! Strain-energy method 101.
Detail 1, M max=210 kNm Detail 2, M max= 161 kNm Detail 1 was regarded as challenging to execute correctly on-site. Consequently, a simpler alternative, Detail 2, was proposed and assessed in a project conducted at Chalmers University of Technology in Sweden. The evaluation indicated that Detail 2, where all reinforcement bars are spliced within the corner region, is a suitable replacement for Detail 1. However, special care still has to be taken when using this kind of detailing in beam-column connections where the effect of spalling can have large influences on the final capacity. Detail 2, apart from its primary benefits, also demonstrates excellent performance in frame corners under opening moments. To provide a comparison, Detail 1 was tested by Nilsson for opening moments, using a 6Ø12 rebar configuration and achieved a moment capacity of 11.9 kNm, whereas Detail 2 achieved a significantly higher moment capacity of 34.0 kNm. From a safety perspective, it is crucial for a concrete structure to exhibit not only sufficient load capacity but also ductile behavior to prevent a localized failure from causing a complete collapse of the structure. #civilengineering #structuralengineering #structural #structuraldesign #concrete #concretedesign #civilengineeringstudent #arhitecture
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A good experiment of progressive collapse study along with showing effect of connection details as partially pinned vs fixed connections.
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#Steel_connections Beam-to-column. Part 2. Experimental test program is focused on progressive collapse and utilizing the alternative path method. The objective is to selectively remove key load-bearing components (column) and reanalyze the remaining structure's capability to redistribute the loads to prevent progressive collapese. The main emphasis is on the development of catenary action within beams, which would enable the transfer of loads to other columns. Specimens 1 (Web cleat -presented in first part) and 4 (Fin plate- second part) could only resist very limited vertical loads due to their inferior moment resistances, but in the presence of adequate horizontal restraint, a great increase in load-carrying capacity was obtained through mobilising catenary action. #civil #civilengineering #civilengineer #architektur #arhitecture #arhitektura #arquitetura
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Detail 1, M max=210 kNm Detail 2, M max= 161 kNm Detail 1 was regarded as challenging to execute correctly on-site. Consequently, a simpler alternative, Detail 2, was proposed and assessed in a project conducted at Chalmers University of Technology in Sweden. The evaluation indicated that Detail 2, where all reinforcement bars are spliced within the corner region, is a suitable replacement for Detail 1. However, special care still has to be taken when using this kind of detailing in beam-column connections where the effect of spalling can have large influences on the final capacity. Detail 2, apart from its primary benefits, also demonstrates excellent performance in frame corners under opening moments. To provide a comparison, Detail 1 was tested by Nilsson for opening moments, using a 6Ø12 rebar configuration and achieved a moment capacity of 11.9 kNm, whereas Detail 2 achieved a significantly higher moment capacity of 34.0 kNm. From a safety perspective, it is crucial for a concrete structure to exhibit not only sufficient load capacity but also ductile behavior to prevent a localized failure from causing a complete collapse of the structure. #civilengineering #structuralengineering #structural #structuraldesign #concrete #concretedesign #civilengineeringstudent #arhitecture
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Worked example on how to carry out the structural design of axially loaded steel columns. #civilengineering #construction #buildingdesign #steelstructures #steelcolumns #buildingconstruction #structures #structuralanalysis #structuralengineering #structuraldesign https://lnkd.in/eDPKm99z
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**Why Beams' Depth is Greater than Their Width** Beams are designed with greater depth than width to bear more load and develop less stress. This design increases the moment of inertia, reducing the chance of failure. Deeper sections also have more compressive strength, making them more beneficial. To resist the bending moment caused by transverse loading, the depth of the beam (parallel to the loading plane) is increased. While increasing the width can also provide a large moment of inertia, it is not as economical. This is why we provide more depth to beams than width (b/h). #StructuralEngineering #BeamDesign #Construction #Engineering #LoadBearing #MomentOfInertia #CompressiveStrength #EfficientDesign
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In the complex industrial and civil fields, there is a unique mesh structure that is attracting more and more attention with its unique charm and practicality, that is hexagonal mesh. Hexagonal mesh, as the name suggests, is a mesh structure composed of hexagonal cells. It is not only a material, but also an innovative work that combines aesthetics and practicality. #HexagonalMesh #IndustrialApplications #CivilEngineering #MeshStructure #InnovativeDesign #Practicality #AestheticEngineering 🔗 https://buff.ly/3zx0hVS
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In structure, there are four major elements viz., Beam, column, slab and footing In that column is a vertical member which withstand axial loading. Types of column 🟢Based on loading 🟢Based on height 🟢Based on reinforcement 🟢Based on shape Based on height , There are two variants, 🔹️short column 🔹️long column According to IS456 If Ratio of effective length to depth should be less than 12,It is a short column. Short column fails at crushing as shown in figure If ratio is greater than 12, it is long column Long column fails at buckling as shown in figure #structural #civil #engineering #Indian_standard
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Concluding our in-depth look at shear connections, we're spotlighting two final types in our latest post: 1) Shear End Plate Connections 2) Tee Connections These critical elements ensure the stability and safety of structural frameworks. Missed our previous posts? Catch up now and gain valuable insights on shear connections! #sds2 #steeldetailing #structuralsteel #steelconstruction #americansteeldetailing #structural #steelstructures #steelfabrication #fabrication #construction #constructionindustry #draftingskills #steeldesign #steelwork #steelindustry #allplan
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9moIt’s also necessary to have a rigid and symmetric “inner-core” to avoid torsion👌🏽