Recent content by trivedi123

Anybody has come across cantilever racks design in seismic zone, appreciate any input. thanks

I am looking for ROM cost for class 5 concrete specified in ACI to get finish of FF 35 and FL 25 numbers. Appreciate any help. Thanks

Thank you all. You all are big help. The website by dauwerda provides my answer. Once again thank you all.

Thank you jayrod12,structSU10 and phamENG, My role is civil/structural. This is two story building built in early 60s. During modification, I came across this section, that I can't find section properties and looking for help. I have looked into old USS book shapes and plates.[ couldn't find...

I have come across structural member "6B20" from old drawing. Anybody knows section properties for this member ?

Thank you TerryScan. Appreciate your help.

Hi TerryScan, Sorry for my ignorance. I am trying to test this requirement The requirement Is: "slope transitions are not to exceed 1% in 6.2' in road length in the direction of transporter travel" . I have longitudinal slope 7%, Transverse slope of 2 1/2%. Is this requirement applicable to...

What is "( slope transition"? Where and how do I verify this requirement? It is at road intersecting each other or road changing direction or changing width. from two lanes to one? Any help? Is it different than longitudinal slope?

My requirement 25C above is for slope transition. What is "( slope transition"? Where and how do I verify this requirement? It is at road intersecting each other or road changing direction or changing width. from two lanes to one? Any help? Is it different than longitudinal slope? Appreciate any...

TerrySan, I really appreciate all information. I am not a civil guy and I am trying to verify somebody's design against requirement. Is there a software to calculate the slope or use formulas? Thank you

note 25f

TerryScan, 1. 7% in Fig. 58.1 is clear. 2. Note 25c, is applicable to Transition slope , that could be horizontal transition and kind of levelness requirement, Am I correct? For vertical curve it is grade change and note 25G will apply, right? So 25C also apply to vertical curve along with...

TerryScan, Thank you. Appreciate your help.

Also How to interpret note 25C for slope transition?https://files.engineering.com/getfile.aspx?folder=d99cfc54-b7a8-4a58-813a-a03bdcf1f32b&file=transition_slope.PNG

Need help from road expert. Can anyone explain how to interpret the 7% in attached sketch> it is grade change without vertical curve in road section.https://files.engineering.com/getfile.aspx?folder=f2123127-c21f-4383-982e-b5fb03c2c5bb&file=graaade_change.PNG