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Showing results for tags 'development length'.
Found 9 results
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Salam, I have a Question from seniors,Which detailing of column development length in Raft is correct/better either inward bars or outward bars as you see in images attach. Also give reasons about that. Regards
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AOA everyone. Recently I've been very confused with development length and how its provided in different components. I have a few conceptual confusions about it and then a few practical and design aspects of it. I'd really appreciate help on these. Do we provide/check development length for si...
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- hooks
- reinforcement detailing
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AOA everyone. Recently I've been very confused with development length and how its provided in different components. I have a few conceptual confusions about it and then a few practical and design aspects of it. I'd really appreciate help on these. Do we provide/check development length for si...
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As salamu alikum, Is it necessary to ensure beam rebar development length (Ldh) or Ld in beam-column joints in intermediate moment resisting frames according to ACI 318-11? Is it mandatory to ensure development length of beam rebar in the column? Thanks in advanced
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AOA, i am curious about relation between (splice length and development in RCC Beam Columns and footing) and earthquake zone. if i am using #8 bars then for fc'=3ksi and fy=60 ksi the development length is 71 inch and splice length is 92 inch (almost 7.5 ft). now normally overall story...
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Dear all; I was thinking about at the mid support of continuous beam , if we can stop the top steel only distance of development length into the mid support (not to be continuous ) is that possible ?? As I can simpy think; it is possiple cz the steel to work shall be developed from the critical sec...
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How can I calculate the required splice length for column? What will be effect on the structure, if someone on site provide the column splice length less than the required length? Will it create problem in load transfer or moment or stress? What is the minimum column splice length can be p...
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- Development Length
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Assalam o alaikum. According to ACI 12.5.2, development length for fc' = 3000, fy=60000, for normal weight concrete and epoxy less reinforcement, The required development length comes out to be for #3 = 8.2 inch for #4 = 10.95 inch for #6 = 16.42 inch for #8 = 21.9 inch And if in my case,...
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- development length
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Assalam o alaikum, I m getting confuse in wording of ACI 12.10.1 under main heading of 12.10 (Development of Flexural Reinforcement), which says "Development of tension reinforcement by bending across the web to be anchored or made continuous with reinforcement on the opposite face of member shall...
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