SPALL
发表于 2025-3-26 21:51:35
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prodrome
发表于 2025-3-27 02:23:48
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四溢
发表于 2025-3-27 05:50:05
Design of connections and joints,nes the types and geometric properties of welds giving the design resistances of fillet, butt and plug welds. It then gives the design of joints subjected to shear forces, whether long lap joints, or splices of members, providing elastic and plastic methods for groups of fasteners. Subsequently it i
柔声地说
发表于 2025-3-27 12:26:15
Single storey buildings,pporting beams are also presented here, including the applied to them crane actions, their resistance and serviceability requirements as well as the related constructional details..This chapter may assist designers to select, during the initial phase of the preliminary design, the main design option
liaison
发表于 2025-3-27 13:44:06
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鬼魂
发表于 2025-3-27 20:23:26
Fabrication and erection, the surface protection of the steel members, the environment types in relation to their corrosivity, the surfaces preparation, the different paint and protection systems, the methods of inspection and the constructional measures to ensure paints execution, inspection and maintenance, are commented.
跟随
发表于 2025-3-27 22:28:13
Basis of Design,tion sector, listing the most important advantages for the basic material in terms of mechanical properties, the high prefabrication, the easiness of connection between elements, but also the “after construction” benefits, like recyclability, durability, or easiness for strengthening and repair. It
Proclaim
发表于 2025-3-28 05:06:12
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意外
发表于 2025-3-28 09:09:05
Cross-section design,esistances of cross-sections to individual internal forces and moments and their combinations. It starts with axial tension, where design resistances are given for cross-sections with or without holes and goes to the compression resistance of sections, accounting for possible local buckling effects.
谷类
发表于 2025-3-28 14:09:39
Member design,-section walls. It gives the procedures to define the design buckling resistance, which are, according to Eurocode 3, similar for all types of instability. The evaluation proceeds on four steps: a) determination of the critical elastic, Euler, load, b) calculation of the relative slenderness, c) eva