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    the landing should be determined by the conditions of either one-way or two-slab with the given support conditions. The design bending moment of this one-way/two-way slab should be determined and reinforcements should be calculated (as we learned previously in slab design). 𝑡( 𝑟ℎ )≥ æ á 15+ 20 ×1− 𝛼 …

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    Constitution D J LeeCBE BScTech DIC FEng FIStructE FICE Chairman, (until April 1995) (previously G Maunsell & Partners) R S Narayanan BE(Hons) MSc DIC FEng FIStructE Chairman, (from May 1995) (S B Tietz & Partners) ProfessorAWBeebyBSc(Eng) PhD CEng MIStructE MICE (University of Leeds) PG CobbCEng MICE (Sir Robert McAlpine & Sons Ltd)

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    3. dimensions shall not be scaled from the drawings. 4. design conforms to: is456:2000 code of practice for plain and reinforced concrete is4326:1993 earthquake resistant design and construction of buildings is13920:1993 ductile detailing of reinforced concrete structures subjected to seismic forces

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    Chapter - 2 STRUCTURAL DESIGN OF RCC BUILDING COMPONENTS Rajendra Mathur Dy. Dir (BS-C) 09412739 232 (M) e-mail – mathur_rajendra@rediffmail ©BSNL India For Internal Circulation Only Page: 1 f Structural Design of RCC Building Components 1.0 Introduction The procedure for anal ysis and design of a given building will depend on the t ype ...