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Hello, Which is a good reference that discusses the most efficient earthquake/lateral resisting systems by height? Thank you

Hello, Im just curious if this deadman(attached image) for a suspension pedestrian bridge really just a pure concrete and no rebars/reinforcements?

Anyone here can share a good reference for the structural analysis and desig nof Deadman Anchor structural design for pedestrian suspension bridge?

Hello, let me know if I am posting in the right thread topic. Should I confidently say that my structural model is correct? since I am getting the exact Tension cable by manual computation and structural analysis model result

Should the cable profile layout of a suspension bridge a Catenary or a Parabolic?

A one span simple beam I-girder post tension with parabolic cable layout only fails concrete stress at top in midspan during transfer stage calculations, May I ask how do you go about this failure in concrete stress only problem? Aside from decreasin the jacking force at trance, also since...

Where can I find available manual detailed computations for a structural design & analysis 125m pedestrian suspension bridge?

I have designed a 60m long span truss with box-type built up pipes as structural elements. In terms of strength, does it matter if the pipe used in site will be B.I pipe or G.I pipe? Am I right that what matters is the steel yield strength I used in the design calculations?

Anyone here, can you pls recommended a very comprehensive Excel VBA and Autocad programming online> I

hello can someone give me idea on how to compute the required steel thickness of the plate? anyone got design experience can share range of possible plate thickness for the steel tank dimension in image below? or example design of AWWA thickness calculation?

I am modeling a bearing wall using FE, using STAAD for example and using plate elements, is it correct to use the max absolute stress of an element to compare with the allowable concrete compressive strength? If it isnt, what would it be?

Helo, for the seismic provision above may i know if i interpreted the code correctly: So, for example in my structural frame analysis i got an Ultimate moment, Mu = 1800 kNm at a particular support in an SMRF beam, therefore 3/4 of 1,800kNm = 1,350 kNm. so the flexural capacity neglecting 1/4...

Hello, Do you know any good references/guide for a good output structural drawings in CAD? ( i.e standard lineweights, standard style, etc)

Footing size 1.0m 1.50m 2.0m 2.5m 3.0m Depth (m) (psf) (psf) (psf) (psf) (psf) 1 2778 2736 2694 2652 2611 2 3634 3362 3216 3133 3070 3 3592 3425 3258 3154 3091 4.5 4219 4135 4114 3947 3843 6 4532 4449 4365 4281 4198 Hello, Im doing...

Where can i get references about the minimum embeddment length required for A307 Bolts to connect Steel Beam to Concrete Column?

Hello, Can anyone give me a reference/book that explains further about how the coefficients in the table of the "Coefficient Method for Design of Two ways slabs" I know there are new methods for designing two way slabs, Direct Design Method or Equivalent Frame Method. But I think, Many...