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Where Can I see references regarding construction joints for post tensioned reinforced concrete beams? As stated in ACI, its description excludes prestressed concrete: Thank you!

The construction of the building is subdivided into 2 zones as show in the image. What is the specific construction methodology term is this where the contract plans to construct zone 1 first and then followed by zone 2 later on. I would like to de more research also on this type of construction...

hello, anyone pls recommend a good book or reference that has detailed discussion of using Dual System( Moment Frame and Shear wall) on seismic design of buildings.

Hello. I have found so many manual computations for structural analysis of moment frame as lateral resisting system only. Does anyone of you here knew or found some manual computations for structural analysis of Dual System(Shear Wall plus moment frame)?

i think its okay?, just have to add more covering of the top tension bolts.

what about this revised details?

hello am i missing something? the steel canopy is 12m long with a spacing of 6m(column to column distance) loadings shown in the image, and i got these design results: in my computation for bolts required due to resisting moment is only 5 bolts on the outermost layer, what would be the...

Hello, Im just curios for designing of steel connection to rc column for long span i beam. i designed several times for canopy steel beam to rc column connection for canopy several times but those are at most 5m span. Im wondering if there area any other considerations for designing of the long...

The frame will look like and inverted L shape, the 15m cantilever beam has no backspan. If it would be possible and it will be calculated/designed properly/safely, is it possible to have splice all along the bars? If this is the case i believe that as much as possible the top bars of the...

hello im looking for structural design books to buy in dubai. do you know any shop? Im looking for a metric units version of these books, could be any of: Reinforced Concrete Design Structural Steel Design as long as it is in metric version

Hello, where can i get references or sample computations for analysis and design of lifting hooks for post tensioned bridge girders

hello, the 15meters cantilever beam is supporting a roof of sports complex arena, i would say there is no back span

does anyone of you designed or knew someone made a 15meters meters cantilever beam which supports only roof? is it even possible?. its not post tension, just conventional beam

this might help you :)

thanks, i thought there is available one

@Agent666 Thanks. I edit my thread i actually mean the other way around, required development length is greater than what was provided.

Hello, how do you justify this problem where in the minimum development length, ld required for tension is greater than what was provided. the footing is 300mm thick and im using 16mm. the minimum requried ld should be 300mm as stated by most structural codes, for 300mm thick footing it will be...

Does anyone of you have an electronic copy of this very useful structural design handbook? i have the english version but i cant seem to find the metric version

hello, how do you handle this the of problem wherein your computed development length required exceeds the provided length, say the wall support thickness is only 150mm or effective depth is only around 120mm, but the required length is 300mm?