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Showing results for tags 'splice length'.
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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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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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