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Showing results for tags 'shear reinforcement'.
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Assalam o alaikum. I have just designed a frame structure with SMRF. The out put of shear seams weird to me. Column reports design shear Av/s as 0.045. (Images are attached). but when i right click the member, it must show me the most critical case HIGHLIGHTED AUTOMATICALLY. But it highlights load combo 38 (auto-generated combos have been used) which reports Av/s as 0.038. And 0.045 value is at combo 32. Is their any logic behind it?? More over how to interpret this Av/s?? means 0.045 in kip-in units means what? How can i convert this into spacing??
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- shear reinforcement
- ETABS shear steel
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I am also having problem in understanding the results. I have attached here a picture of an elevation of a building with the shear reinforcement result generated by etabs. There are three values of shear reinforcement for each beam and 2 values(which are duplicates) for column. What do those values mean. For example one of the value is 594.34. So, how do i calculate what diameter stirrup to use use at what spacing. Similarly, shear reinforcement values are higher for the cantilever beams of balcony which i projected 4ft outwards. Are those normal values for 14ft by 10ft rooms. All beams are 9"x14" and all columns are the etabs model and bmp image of shear reinforcement results are attached herewith. chundevi madhyamik etabs.rar
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