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  1. peakpilgrim_imported

    GPS V PLANAR CO-ORDS

    Hi GPS V PLANAR CO-ORDS Does anyone have a good source, preferably free on-line, simply described to explain "exactly" how GPS co-ords work and relate to each other. I am thoroughly familiar with planar co-ords and have controlled many construction projects with them; before the advent of...
  2. peakpilgrim_imported

    GROUND SUPPORT SYSTEMS - SAUDI ARABIA

    Hi GROUND SUPPORT SYSTEMS - SAUDI ARABIA Does anyone know of any suppliers of ground support systems who have a depot in Saudi Arabia. Kind regards, peakpilgrim
  3. peakpilgrim_imported

    WASTEWATER CLARIFIER

    Hi WASTEWATER CLARIFIER I am looking at a wastewater clarifier. The concrete slab structure is about 35m in diameter, 400mm deep slab and a slope of 1 in 6. It is an inverted cone shape and I am looking for ideas as to how best to pour it? Has anyone done one of these before and how did you...
  4. peakpilgrim_imported

    WASTEWATER CLARIFIER

    Hi WASTEWATER CLARIFIER I am looking at a wastewater clarifier. The concrete slab structure is about 35m in diameter, 400mm deep slab and a slope of 1 in 6. It is an inverted cone shape and I am looking for ideas as to how best to pour it? Has anyone done one of these before and how did you...
  5. peakpilgrim_imported

    WASTEWATER CLARIFIER

    Hi WASTEWATER CLARIFIER I am looking at a wastewater clarifier. The concrete slab structure is about 35m in diameter, 400mm deep slab and a slope of 1 in 6. It is an inverted cone shape and I am looking for ideas as to how best to pour it? Has anyone done one of these before and how did you...
  6. peakpilgrim_imported

    DETAILING OF STIFFENER BARS [SIDE STEEL]

    Hi, DETAILING OF STIFFENER BARS (SIDE STEEL) I am currently detailing continuous beams to the ACI codes. Previous answers to questions I have asked on this forum have been enormously helpful. I am trying to find justification to terminate the side steel stiffeners short of the columns; due...
  7. peakpilgrim_imported

    POSITION OF RE-BAR COUPLERS - ACI CODES

    Hi POSITION OF RE-BAR COUPLERS - ACI CODES I am using re-bar couplers in continuous beams. I am trying to find justification for where they are positioned in the ACI codes but without success. I have tried 318, 315, 439. The general concensus is that they should be staggered; top couplers...
  8. peakpilgrim_imported

    ACI RE-BAR SPREADSHEET

    Hi ACI RE-BAR SPREADSHEET FREEWARE EXCEL - AMERICAN I am looking for a freeware Excel program similar to "Barshed 8666" but for American ACI schedules; compatible with Windows 7 I have tried to download from "Washington DOT" program suggested by "Yakpol"in a previous post but it is...
  9. peakpilgrim_imported

    CURTAILING OF REINFORCEMENT

    Hi Eng-Tips I am looking at the simplified method for the curtailment of reinforcement BS8110 figure 3.24 Using these simplifications does one have to add a development length of 40-50xdiameter or is it already included in the simplification Please advise Yours sincerely, Peakpilgrim

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