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Chapter 2 Basis of structural design? EN 1990 is the head document of the Eurocode suite and describes the principles and requirements for safety, serviceability and durability of structures. - EN 1990 §1 44 2 5 Principles of limit state design The Structural Eurocodes are based on limit state principles, in which a distinction is made between ultimate and serviceability limit states. - 2 7 1 Limit state EQU Limit state EQU, dealing with static equilibrium, is defined as: Loss of static equilibrium of the structure.
There are two distinct stages in structural design. - Estimates of the various forms of loading are made and then the chosen design is subjected to detailed analysis based on the principles of statics. Statics is one main branch of mechanics and deals with forces on bodies, which are 'at rest' static equilibrium. - Structural components are usually held in equilibrium by being secured to rigid fixing points;these are often other parts of the same structure.
Structural design involves at least five distinct phases of work: project requirements, materials, structural scheme, analysis, and design. - Before starting design, the structural engineer must determine the criteria for acceptable performance. - Analysis of structures is required to ensure stability static equilibrium, find the member forces to be resisted, and determine deflections. - Aspects of analysis include: equilibrium;stress, strain, and elastic modulus;linearity;plasticity;and curvature and plane sections.
Are sufficiently massive that they can contain straight to the laws of static equilibrium, must lie thrust lines, and they form in fact scissor braces between the four piers. - Never-masonry construction, general designer can find a way in which a theless the elastic solution is one, out of structural theory and the history of structure is comfortable under the an infinity of equilibrium solutions, with structural action of certain specified loads, then which the structure is comfortable.
Quasi-permanent Value of a Variable Action? 2Qk Professor Haig Gulvanessian EN 1990: BASIS OF STRUCTURAL DESIGN THE REQUIREMENTS? Fundamental requirements safety;serviceability;robustness and fire. - 1Qk Quasi-permanent value? 2Qk Time Professor Haig Gulvanessian EN1990: EUROCODE: BASIS OF STRUCTURAL DESIGN Verifications of static equilibrium EQU and resistance STR/GEO Individual verifications as follows Ultimate limit states of static equilibrium EQU: Ed, dst? Ed, stb Ultimate limit states of resistance STR/GEO: Ed?
Pollution in the case of a collision or grounding by design have been focusing on subdivision of tankers, REVIEW OF PAST WORK but it is generally recognized that the ship structural design is also important as it affects the extent of Structural response in grounding involves the damage in an accident. - Penetration and static equilibrium of the ship. - Heave, roll and pitch motions are calculated Impact 12 0 Depth, D m 25 7 based on static equilibrium using a simplified model.
3 0 AIMS OF THE UNIT To develop a through understanding of the fundamentals of statics of determinate structures, and using a simple structural analysis software. - Understand the fundamentals of static equilibrium. - Appreciate load paths analysis in complex structures? Appreciate the significance of basic structural design. - Equilibrium Fundamental principles of static equilibrium, reactions. Section Properties Area, centroid, second moment of inertia, parallel axes theorem, radius of gyration, elastic section modulus.
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