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this book aims to provide fundamental understanding to the analysis and design of reinforced concrete structures according to aci 318m-05 code. the book text is
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concrete structures have been designed throughout history by paying attention to their form. before the invention of reinforced concrete, it was imperative to design a concrete structure that took mainly if not entirely compressive loads. this was
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design of reinforced concrete structures ii columns 5 check k effective length factor l u unsupported length of member r radius of gyration associated with axis about which bending occurs for rectangular r = 0.30 h, and for circular r = 0.25 h h = column dimension in the direction of bending. for non - sway frames m 1 smaller factored end moment on column
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with the floor slab. design the staircase by using concrete grade 25 and strength of reinforcement of 500 n/mm2. the imposed load is 2.5 kn/m2 and finishes is 0.5 n/m2. nominal cover, c nom is 25 mm. the width of staircase is 1500 mm, the thickness of landing is 150 mm and the waist thickness (h) is 150 mm. design the reinforcement for the stairs.