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surement methods. chapter 4 focuses on the structure of concrete at different scales, especially the calcium silicate hydrate at nanometer scale. chapter 5 covers the properties of hardened concrete, including strength, durability, stress–strain relation, and dimension stability. chapter 6 provides updated knowledge on various cement-based composites, including self-consolidation
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download. design of reinforced concrete structures. s. narayanan. introductionthe word 'concrete' comes from the latin word concretus (meaning compact or condensed), the perfect passive participle of concrescere, from con- (together) and crescere (to grow).
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question no : 1. the compaction of concrete in the drilled pile hole is done by compressed air in the case of. simplex pile. franki pile. pressure pile. vibro pile. question no : 2. the width of the hollow space between two walls of a cavity wall should not exceed. 5 cm.
q12.generally acceptable nominal size of aggregates for reinforced concrete, is a) 10 mm b) 15 mm c) 20 mm d) 25 mm. q13.for spans up to 10 m, the safe span to depth ratio for a) cantilever is 7 b) simply supported beams is 20 c) continuous beams is 26 d) all the above. q14.the angle of inclination of the lacing bars with axis of the member is kept between
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advanced reinforced concrete structures 1- advanced design of reinforced concrete slabs i. strip method ii. yield line method 2- advanced design for shear in beams i. shear friction ii. horizontal shear transfer and composite concrete beams iii. design of shear walls iv. strut-and-tie model v. truss model vi. deep beams vii
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