Design of a LintelINTRODUCTIONBefore coming to the design part, it is important to know the importance of lintels in structure. A lintel is a horizontal structural member that is present on top of doors, windows, etc. to support the top load falling on these openings. These are used for load bearing purposes, to transfer its […]
The easiest and most straight forward continuous beam analysis. Features static and moving loads, support settlements, non-linear analysis of beam on elastic foundation, plastic moment redistribution analysis and influence lines analysis.The main asset of GoBeam is productivity. The simple and clear interface layout offers minimum time to enter beam parameters and to get complete analysis
Deflection (engineering)From Wikipedia, the free encyclopediaJump to navigationJump to search Deflection (f) in engineeringIn engineering, deflection is the degree to which a structural element is displaced under a load (due to its deformation). It may refer to an angle or a distance. The deflection distance of a member under a load can be calculated by
Deep Beams ConceptDefinitionDeep beams are structural elements loaded as simple beams in which a significant amount of the load is carried to the supports by a compression force combining the load and the reaction. As a result, the strain distribution is no longer considered linear, and the shear deformations become significant when compared to pure
This spreadsheet should be used in compliance with the accompanying publication ‘Spreadsheets for concrete design to BS 8110 & EC2’ available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS. “ Includes b version comments ” 102928-Sep-99 RCC41 v1.1 UCL comments incorporated 1028
D&D Main beam Grids C to H Read More »
Crane lifting beams are a type of below-the-hook device used to balance and support a load during an overhead lift. The main function of the device is to keep the lifting slings below the beam at, or close to, a 90° angle. This means that the load should be perpendicular to the horizon.
A coupling beam is used to combine two shear walls or other elements that are used to resist lateral loads. The main purpose of the coupling beam is to increase the stiffness of the structural system. Due to high storey forces acting at the top of the structure, high stiffness needed to resist these forces
Coupling Beam Design Read More »
This spreadsheet should be used in compliance with the accompanying publication ‘Spreadsheets for concrete design to BS 8110 and EC2 available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS. “ Includes b version comments ” 189
CONTINUOUS CONCRETE BEAM DESIGN to BS 81101997 Table 3.5 Read More »
Design for ACI 318-99 This chapter describes in detail the various aspects of the concrete design procedure that is used by SAP2000 when the user selects the ACI 318-99 Design Code (ACI 1999). Various notations used in this chapter are listed in Table III-1. The design is based on user-specified loading combinations. But the program
Concrete Beam Design Based on ACI 318-99 Read More »
Load Data A Single span beamP1DL kips LP1LL kips aP2DL kips bP2LL kipsDL kips / ft.LL kips / ft. Dead Weight of Beam = 0.52 kips/fttotal factored Point Load 1 = 0.00 kipstotal factored Point Load 2 = 0.00 kipstotal factored Uniform Load = 0.72 kips VA = #DIV/0! kipsVB = #DIV/0! kipsMax. Shear =
Computer Aided Design Beam Read More »
“ClipConnTable” — BEAM END CONNECTIONS USING CLIP ANGLES Program Description: “ClipConnTable” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beam endconnections using double clip angles either welded or bolted to the beam web, and bolted to either the columnflange, column web, or girder web. The connections may be subjected
BEAM END CONNECTIONS USING CLIP ANGLES Read More »
“CLIPCONN” — BEAM END CONNECTION USING CLIP ANGLES Program Description: “CLIPCONN” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beam endconnections using double clip angles either welded or bolted to the beam web, and bolted to either the columnflange, column web, or girder web. The connections may be subjected
BEAM END CONNECTION USING CLIP ANGLES Read More »
ABSTRACT: The provision of transverse openings in floor beams to facilitate thepassage of utility pipes and service ducts results not only in a more systematic layout ofpipes and ducts, it also translates into substantial economic savings in the construction ofa multi-storey building. To investigate the problem of openings in beams, the authorinitiated a research program
Check Reinforcement of WF Beam at Opening Read More »
Program Description: “BRGPLT9” is a spreadsheet program written in MS-Excel for the purpose of the analysis and design of beambearing plates. This program is applicable to beams supported on concrete walls, pilasters, and piers in anattempt to distribute the beam reaction over an area sufficient to keep the average bearing pressure withinacceptable limits. Specifically the
BEAM BEARING PLATE DESIGN Read More »
Bridges are the most important component of the transportation system of any country due to their ability of accelerating the development of the nation. Design of the bridge highly depends on its function, nature of soil strata where it is constructed and the material used to construct it. Extensive growth of population and traffic leads
DESIGN OF BOX BEAM Read More »
![2D / 3D Bentley PLAXIS 21.01.00.479 CONNECT + Activation [2021] 16](https://civilmdc.com/wp-content/uploads/2020/07/PLAXIS-2D-v20-3d.png "2D / 3D Bentley PLAXIS 21.01.00.479 CONNECT + Activation [2021] 16")
Description PLAXIS is a software system based on the finite element method used for solving problems of engineering geotechnics, design and engineering geology. It is a package of computational programs for finite element calculation of the stress-strain state of structures, foundations and foundations.PLAXIS 3D. Perform 3D deformation and stability analysis on your next geotechnical project using PLAXIS
2D / 3D Bentley PLAXIS 21.01.00.479 CONNECT + Activation [2021] Read More »
“BOEF” — BEAM ON ELASTIC FOUNDATION ANALYSIS Program Description: “BOEF” is a spreadsheet program written in MS-Excel for the purpose of analysis a finite length beam with free endssupported continuously on an elastic foundation. This program is ideally suited for analyzing a soil supported beam,a combined footing, or a strip of a slab or a
BEAM ON ELASTIC FOUNDATION ANALYSIS Read More »
“BEAMTAB” — BEAM END CONNECTION USING BEAM TAB (SINGLE PLATE) Program Description: “BEAMTAB” is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beam endconnections using a beam tab (single plate) field bolted to the beam web and shop welded to either the columnflange, column web, or girder web. The connections
BEAM END CONNECTION USING BEAM TAB (SINGLE PLATE) Read More »
Description & Objectives This book is written with the philosophy that the most important thing is to prepare engineers to understand how to use thermodynamics in professional practice. Engineers must gain an intuitive understanding of how changes to a system parameter will affect the energy-related performance of a process. The approach taken in this book is to
Principles of Engineering Thermodynamics, SI Edition (2nd Edition) Read More »
Description & Objectives Seismic reservoir modeling is an interdisciplinary field that integrates physics, mathematics, geology, statistics, and computer science. The objective of seismic reservoir characterization studies is to predict three-dimensional models of the properties of rocks and fluids in the subsurface based on available geophysical data, such as well measurements and surface geophysical studies. This book
Seismic Reservoir Modeling: Theory, expamples, and algorithms Read More »
