Does anyone know what does SITE FORMATION mean? Like what kind of tasks are required to accomplish Site Formation. I believe Site Formation terminology is used in Far-East Asia. Thanks in Advance for your help
We need to do Load Rating for H-20 load for Cast-in-Place Post tensioned box Girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
We need to do Load Rating for H-20 load for Cast-in-Place Post tensioned box Girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
We need to do Load Rating for H-20 load for Cast-in-Place Post tensioned box Girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
We need to do Load Rating for H-20 load for cast-in-place post tensioned box girder two-span continuous bridge. We have software called "WINBDS" that performs load rating check for only flexural load. I will appreciate if any of you could let me know if you have used software that...
I need some information on the Aspect Ratio, ie width of channel and spacing of contraction joint(for concrete slab on grade). I was suggested by a public agency that I should have 2:1 aspect ratio. For 25'-0" wide channel, I shall place cotraction joints at 50'-0" on center and...
I need some information on the Aspect Ratio, ie width of channel and spacing of contraction joint(for concrete slab on grade). I was suggested by a public agency that I should have 2:1 aspect ratio. For 25'-0" wide channel, I shall place cotraction joints at 50'-0" on center and...
I need some information on the Aspect Ratio, ie width of channel and spacing of contraction joint(for concrete slab on grade). I was suggested by a public agency that I should have 2:1 aspect ratio. For 25'-0" wide channel, I shall place cotraction joints at 50'-0" on center and...