Category: Civil Engineering

  • physics qustionsss

    finsih all these questions correctly, once you finish one just send me the answer so i can see if its right, ane for the last qwuestion theres 2 more parts so once your done give me the answer so i can send u the last two parts for that question (NO WORK NEEDED JUST NEED THE ANSWER, YOU CAN USE AI OR CHAT GPT ALL I CARE ABOUT IS THE ANSWER BEING RIGHT)




    Requirements: just give answer no work needed

  • Lab Report Aerostructures

    Please assist my lab report. Software to be used is ANSYS. Provide me full report include tables/graphs/data/drawings.

    Requirements:

  • Lab Report Aerostructures

    Please assist my lab report. Software to be used is ANSYS. Provide me full report include tables/graphs/data/drawings.

    Requirements:

  • A and B are two points located on each bank of a river

    A and B are two points located on each bank of a river and near the abutments of a proposed bridge, to determine its distance a base line CD 180.0 m long is established on the opposite bank of the river and the transit is set-up at stations C and D. The azimuth were taken as follows (40 pts)

    Line

    C-D

    21000

    C-A

    26000

    C-B

    29000

    D-A

    30100

    D-B

    31500

    Compute the length of AB.

    Requirements:

  • Pengalaman kerja Welder SMAW

    Mohon ajarkan sayang berkerja

    Requirements:

  • Civil Engineering Tutor Needed Stormwater Design Review (TR…

    I am a civil engineering student working on a stormwater management report for a 66-acre site development. I am looking for an experienced stormwater engineer or tutor to review and help refine my design, not to redo the work. I will need the same tutor for the whole semester if possible.

    Specifically, I would like help with:

    • Verifying TR-55 hydrology assumptions (CN, Tc, sub-basin delineation)
    • Checking detention basin sizing logic (P-1 wet basin, P-2 dry basin)
    • Reviewing Qpost Qpre methodology for 10-, 25-, and 100-year storms
    • Confirming Rational Method use for inlet and culvert sizing
    • Sanity-checking FEMA floodplain compliance approach (no-rise, compensatory storage)
    • Improving clarity and correctness of the Stormwater Management Plan (SMP) narrative

    All calculations and figures are included in the uploaded document. I am looking for technical validation, corrections, and explanation, not a full rewrite.

    Please respond only if you have stormwater / land development experience (TR-55, detention design, FEMA floodplain).

    If youve worked on municipal stormwater or land development projects, please mention that in your response.

    Requirements: as explained