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Showing results for tags 'smrf'.
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please any one can guide me on this issue Qno1 : As in the multistory building the bottom story columns has high strength concrete(5ksi) while the top stories columns has low strength concrete ( 3Ksi) , Is there any conflict with code ,practice and does it effect the performance of building...
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I need this information very much, whether ETABS can design RC columns and Beams for shears coming from Plastic hinge and Usual Vertical loads, that is Ve=Vg+V(sway) for beam..... if it can, then how can i be sure it did take this into consideration, or how can i make the program take this into con... -
Hello Question regarding choosing between shear walls and moment frame system. Both the systems are provided to resist the lateral forces. Shear wall acts as lateral force resisting system same as Moment frame like IMRF, or SMRF. The value for Response reduction factor is different for differe...
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Salam I am designing a 2 storey building columns are 12 " x 15", building is in seismic zone 3 so detailing require SMRF. for ties spacing according to ACI-308-08 section 21.5.3.2 the option a governs with d/4. my question is tie spacing becomes 2.625 inches as i consider d=12-1.5=10.5 for 12" s...
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how to differentiate between different types of frames ordinary, intermediate and special moment resisting frames and on which parameters they depnd and how to select one from them to be used?
- 5 replies
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- Moment resisting frames
- imrf
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