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Modern reinforced concrete can contain varied reinforcing materials made of steel, polymers or alternate composite material in conjunction with rebar or not. Reinforced concrete may also be permanently stressed (concrete in compression, reinforcement in tension), so as to improve the behavior of the final structure under working loads.
S-STEEL - design and optimization of 2D/3D steel structures. S-CALC - cross-sectional properties calculator. S-TIMBER - structural analysis and timber design. S-PAD - design and optimization of steel members. S-CONCRETE - section design and detailing tool for reinforced concrete beams, columns and walls.
3 Code of Practices for plain and reinforced concrete etc. IS 456 – 2000 4 Methods of sampling and analysis of concrete IS 1199 – 1959 5 Recommended Guide Lines for Concrete Mix Design IS 10262 – 1982 (F) Curing Compound; 1 Standard test method for water retention & daylight reflection test on concrete. ASTM-C-156809
Logo of Eurocode 2 An example of a concrete structure. In the Eurocode series of European standards (EN) related to construction, Eurocode 2: Design of concrete structures (abbreviated EN 1992 or, informally, EC 2) specifies technical rules for the design of concrete, reinforced concrete and prestressed concrete structures, using the limit state design philosophy.
Amrhein wrote 10 books and 32 technical reports, including: [7] Masonry Design Manual. 3rd Edition (January 1979) ISBN: B004J1SOOA; Reinforced masonry engineering handbook: Clay and concrete masonry (January 1983) ISBN: 0940116057
Engineers have used DIANA to design dams and dikes, tunnels and analyze underground structures, oil and gas, [1] historical constructions, and large reinforced concrete structures. [2] Some specialized analyses available in DIANA for these fields of use include seismic analysis, [ 3 ] fire analysis, and young hardening concrete.
EN 1994-1-2 deals with the design of composite steel and concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1994-1-1 and EN 1991-1-2. This part only identifies differences from, or supplements to, normal temperature design and deals only with passive methods of fire protection.
The derivation of the maximum arching moment of resistance of laterally restrained concrete bridge deck slabs utilised Rankin's [21] idealised elastic-plastic stress-strain criterion for concrete, valid for concrete cylinder strengths up to at least 70N/mm 2, which he had derived on the basis of Hognestad, Hanson and McHenry's [23] ultimate ...