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Hi, Why do I get more long-term deflection in Etabs 21 than in Safe 21?

Hello All, What is the easiest way to get quantity takeoff of concrete and rebars from etabs model? I found the Etabs duplicate the weight of drop panels and beams.

Hello Can anybody help regarding exporting floors from Etabs to Safe, ETABS stopped responding when trying to export from Etabs to Safe. Exporting base reactions works fine.

Hello Colleagues, Please advise about Voided Slabs like Cobiax instead of flat plates.

Dear Colleagues, Is there a way to set the minimum percentage of rebars in CSI Col to 1%?

Hello, Can anybody share a free spreadsheet for the design of shear walls?

Hello After looking at the flexural reinforcement required in design strips, does anybody look at the required shear reinforcement of the same?

Dear Colleagues, Is it preferable to make the raft of different thicknesses, under the Podium, cores, and columns? Or just do it in one thickness neglecting the cost efficiency?

Dear Colleagues, Looking at the design of a strip in MAT there is one way shear reinforcement required. Is this normal?

Dear Colleagues, Do you know a good reference for the detailing of reinforcement of shear walls and core walls, especially lateral links? Thank you

Dear Colleagues, Do you know a good reference for the detailing of reinforcement of shear walls and core walls, especially lateral links? Thank you

Dear Colleagues, From your practice, what is the predicted reinforcement of core walls of (25-50 cm)width of a 15-story RC Building in a seismic zone with z=0.3g?

Dear Colleagues, From your common practice, what is the predicted thickness of a RAFT FOUNDATION for a 13-story reinforced concrete building? Soil bearing Capacity is 200 Kn/m2. The distance between columns is about 8 meters.

Dear Colleagues, From your common practice, what is the predicted thickness of a RAFT FOUNDATION for a 13-story reinforced concrete building? Soil bearing Capacity is 200 Kn/m2. The distance between columns is about 8 meters.

Dear Colleagues, Do you know why should a pile penetrate the cap by 3"? Can we Weaver this in some cases? Or it is a must?

Dear Colleagues, What is the best material to fill behind basement walls? Is it compacted granular fill @25cm layers? or another type of fill?

In the structural details, all rebars are hooked. What is the reason? and can we use straight bars instead by adding additional length = development length of the bars?

WHEN DESIGNING RAFT ON PILES SHOULD WE NEGLECT THE SOIL PRESSURE AND DEPEND BARELY ON THE PILE SPRINGS? OR WE CAN CONSIDER BOTH FOR ECONOMICAL DESIGN?

What is the common practice for a basement floor of a storage reinforced concrete building, is it to have the same raft as the basement floor, or to add a finishing layer slab on grade on top of it?

What is the maximum allowable length of a cellar floor without an expansion joint?