Gold Ridge Designs
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How to prepare for UN online written assessment test | sample questions and answers
#unitednations #unjobs #goldridgedesigns
Get a practice assessment test.
www.fiverr.com/share/0NyYqL
This video provides a written assessment test sample for civil engineers, hydrologists, irrigation engineers, water managers and agriculture engineers. United Nations agencies such as FAO, IFAD, UNEP, WFP and UN-Water work develop and implement projects and programs related to themes of natural environmental management, water resources management, food production and security and climate smart agriculture.
The video is based on questions asked in a written assessment test for the position of hydrology and water management specialist. The test contains three written questions and their solved answers as sample.
Hydrology and water management jobs in United nations, depending on the experience scale, require basic to expert skills and knowledge. This written test included basic to intermediate scale knowledge of the subjects, which are to be followed by a more intense skills and competency based interview.
มุมมอง: 11 740

วีดีโอ

United Nations Online Assessment Test for Engineers | How to prepare for UN written assessment test
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#unitednations #unjobs #goldridgedesigns This video is compiled based on an actual computer-based online assessment test , with 25 questions asked for an engineering position advertised by a UN organizations, based in Africa. The sample questions are related to work-relevant scenarios, day-to-day responsibilities and tasks. It contains UN assessment test questions and their solved answers for v...
How to check if structure re-entrant corner irregularity exist | ASCE 7-16
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This video briefly explains what is re-entrant corner irregularity, how it affects a building's response and what does ASCE 7-16 say about it. It also refers to determining if the re-entrant corner irregularity exists and how to proceed as per code. It is also commonly known as Type-2 plan or horizontal irregularity. 00:00 What is Re-entrant Corner Irregularity? 00:36 What do re-entrant corners...
How to troubleshoot DXF file import error in ETABS | How to import architectural drawings to ETABS
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This video show how to troubleshoot DXF architectural file error while importing to ETABS. It is normally caused by two reasons. The most common reason is that the drawing or grid lines are not set about an origin.
Excel formula to count days from date to today in years and months
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I was wondering today about the number years, months and days that I have been employed. Here is a quick video of using an Excel formula, known as DATEDIF function, for calculating date difference in Excel in terms of years, months and days. Hope you will find this video useful.
Post Analysis Stability & Seismic Checks in UBC 97 | Story drift and torsional irregularity checks
มุมมอง 2.6K2 ปีที่แล้ว
This video shows model stability and analysis results based structure serviceability checks that should be done as UBC-97, before proceeding with design of the structural elements. The already drawn model is a low-rise structure. After analysis run, stability of model is checked by investigating the Negative Eigenvalue. The video then shows how to make an excel calculation sheet to investigate ...
ETABS| Working with Multiple Windows in ETABS| How to open a close window in ETABS
มุมมอง 5K2 ปีที่แล้ว
ETAB 2019 has two working windows or tabs by default, beside the model explorer tabs. In case, you closed one window by accident or need to open more than two windows or tabs in ETABS, here is how to do it.
How to model line or partition load on slabs|Comparison between line load & equivalent uniform load
มุมมอง 9K2 ปีที่แล้ว
Current versions of ETABS do not facilitate assigning line loads on solid slab for analysis which may be used for representing partitioning, static mechanical loads etc. One way to represent such line loads is using Null or Dummy beams. Null beam is assigned "none" frame section properties while Dummy beam is assigned very small geometric properties. Another approximate method is by determining...
Column Offset in ETABS | Edge Column Modeling | Insertion Point
มุมมอง 9K3 ปีที่แล้ว
The video shows how to model eccentric or edge columns that over one another, in ETABS using insertion point and with reference to Local axes.
Modeling corner or eccentric beam over column edges| Modeling exterior beam in ETABS
มุมมอง 4.1K3 ปีที่แล้ว
The video explains one of the methods for modeling beams over column edges in CSI ETABS. It is an arrangement generally seen in exterior beams or corner beams. The option of insertion point is used to illustrate modeling the beam offset or modeling the beam over corners in this video. Another way to do it is with help of rigid links command. I will upload another video for that.

ความคิดเห็น

  • @karabokgasago7577
    @karabokgasago7577 3 หลายเดือนก่อน

    Hi what kind of questions can I expect for a finance written assessment interview. G6 level

    • @SughnenAgwa
      @SughnenAgwa 17 วันที่ผ่านมา

      Hello sir how was the test? Hope you did great? Pls what kind of questions were u asked in the test on finance

    • @karabokgasago7577
      @karabokgasago7577 17 วันที่ผ่านมา

      Hi I passed the test , & made it to competency based interview, I have not received any feedback , hopefully I will soon . They asked me about petty cash , budget & international subsistence / per diem

    • @SughnenAgwa
      @SughnenAgwa 16 วันที่ผ่านมา

      Thanks alot I do appreciate i will prepare adequately

  • @hanaabourhan3854
    @hanaabourhan3854 6 หลายเดือนก่อน

    Thanks

  • @AyodhyaGROWMORE
    @AyodhyaGROWMORE 9 หลายเดือนก่อน

    Hi, I am from India, running my own engg consultant in Abu Dhabi, myself is a structural engineer with 32 years of experience, and I would like to get UN projects, Please guide what procedures to follow to get UN Projects.

  • @محمدنزيه-ح5ذ
    @محمدنزيه-ح5ذ 9 หลายเดือนก่อน

    I tried to do that. But the results did not change

  • @Lasagna-i8l
    @Lasagna-i8l 10 หลายเดือนก่อน

    Sir do you have a video of this but beam instead of column? thank you

    • @GoldRidgeDesigns
      @GoldRidgeDesigns 10 หลายเดือนก่อน

      This video might be helpful. th-cam.com/video/cp66Xdd1ZEo/w-d-xo.html

    • @Lasagna-i8l
      @Lasagna-i8l 10 หลายเดือนก่อน

      @@GoldRidgeDesigns Thank you so much!

  • @sobujmia5809
    @sobujmia5809 10 หลายเดือนก่อน

    Drop down are not showing

  • @paprichowdhury8410
    @paprichowdhury8410 11 หลายเดือนก่อน

    Can you help me with 3ds max exported dxf file which is not opening in autocad?

  • @irfanmohammad9023
    @irfanmohammad9023 11 หลายเดือนก่อน

    THANKS MATE

  • @Kashmirhouseplans
    @Kashmirhouseplans ปีที่แล้ว

    Is this method reliable?

  • @-waqas-
    @-waqas- ปีที่แล้ว

    What to do if my model pass in all drift and displacement checks but somehow still gets extreme irregularity and irregularity exists in some lateral load cases?

  • @kenaizon9621
    @kenaizon9621 ปีที่แล้ว

    Do I need to consider torsional irregularity for 2 storey residential. Building due to architectural arrangements of column and beams

    • @GoldRidgeDesigns
      @GoldRidgeDesigns ปีที่แล้ว

      Most of the codes suggest to calculate torsional irregularity, largely for the structures experiencing lateral loads. For instance, Seismic Design Category of your building will suggest to calculate this irregularity or not.

  • @ibrahimhassan6209
    @ibrahimhassan6209 2 ปีที่แล้ว

    thanks bro. I have attended 25 multiple choice questions test for UN position. how long it will take to get feedback?

    • @bensonnjihia1645
      @bensonnjihia1645 2 ปีที่แล้ว

      For which position if I may ask??? Mine was for associate engineer position.

    • @ibrahimhassan6209
      @ibrahimhassan6209 2 ปีที่แล้ว

      Yes for that position ? I just need to know how long it will take to get feedback after the 25 MCQ ?

    • @bensonnjihia1645
      @bensonnjihia1645 2 ปีที่แล้ว

      @@ibrahimhassan6209 within 2 weeks you will get feedback if you are successful...which type of multiple questions did you get?

    • @ibrahimhassan6209
      @ibrahimhassan6209 2 ปีที่แล้ว

      I have taken 25 computer based MCQ for UNSOS

    • @bensonnjihia1645
      @bensonnjihia1645 2 ปีที่แล้ว

      @@ibrahimhassan6209 I also did the mcqs for unsos associate engineer. By the way, are you in kenya?

  • @bensonnjihia1645
    @bensonnjihia1645 2 ปีที่แล้ว

    Hello there, thanks for the video. Do you have more videos about multiple choice questions or any website where I can get such questions for the practice purposes. Thanks

    • @GoldRidgeDesigns
      @GoldRidgeDesigns 2 ปีที่แล้ว

      Hi Benson. I will upload more content in weeks to come. I have been occupied with other matters for sometime. Thanks

    • @bensonnjihia1645
      @bensonnjihia1645 2 ปีที่แล้ว

      ​@@GoldRidgeDesigns OK. I have an online assessment test for a position of associate engineer. It will a test having 25 quiz and time is 35 minutes. Feeling tensed but I believe I will make it.

    • @GoldRidgeDesigns
      @GoldRidgeDesigns 2 ปีที่แล้ว

      @@bensonnjihia1645 Best wishes!

    • @bensonnjihia1645
      @bensonnjihia1645 2 ปีที่แล้ว

      @@GoldRidgeDesigns Thanks and hope your video will be of great use to prepare with .

    • @ibrahimhassan6209
      @ibrahimhassan6209 2 ปีที่แล้ว

      @@bensonnjihia1645 bro how did u get any feedback from the test or how long it will take to get the results ?

  • @farhatarranum6797
    @farhatarranum6797 2 ปีที่แล้ว

    Excellent

  • @asifadil7439
    @asifadil7439 2 ปีที่แล้ว

    excellent .

  • @arun6346
    @arun6346 2 ปีที่แล้ว

    Bending moments should be taken due to horizontal loads also in software.

  • @مكتبابوشنارالهندسي
    @مكتبابوشنارالهندسي 2 ปีที่แล้ว

    grate

  • @anwarmaqsood9764
    @anwarmaqsood9764 2 ปีที่แล้ว

    Informative

  • @ooiks5397
    @ooiks5397 2 ปีที่แล้ว

    u saved my life. thank you.

  • @ajazmahemoodsayyed4122
    @ajazmahemoodsayyed4122 2 ปีที่แล้ว

    Sir i understood beam column capacity ratio but sir what is mean by column beam capacity ratio?

    • @GoldRidgeDesigns
      @GoldRidgeDesigns 2 ปีที่แล้ว

      In short, column beam capacity ratio is inverse of beam column capacity ratio. Both compliment the strong column-weak beam criterion for ductile failure. Was away. Couldn't reply sooner. I will this topic to my list to make a video about it. Thanks

  • @musichound6364
    @musichound6364 2 ปีที่แล้ว

    th-cam.com/video/gtHo2iwmhJE/w-d-xo.html

  • @musichound6364
    @musichound6364 2 ปีที่แล้ว

    th-cam.com/video/gtHo2iwmhJE/w-d-xo.html Work playlist.

  • @TOP10FASHIONS
    @TOP10FASHIONS 2 ปีที่แล้ว

    Thank you , I was looking for this way.. keep uploading good learning tricks

    • @GoldRidgeDesigns
      @GoldRidgeDesigns 2 ปีที่แล้ว

      Thanks for appreciating. Will do. Cheers!

  • @akmmasum6363
    @akmmasum6363 3 ปีที่แล้ว

    good