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  1. 1asdfghjk

    Peer Review

    We are providing contract consulting services to our government client. Our engineering team consists of civil, structural and MEP engineers. I just reviewed a 65% design submittal that I received from an A/E firm that is a sub of our IDIQ contract. One of our engineers on our team provided a...
  2. 1asdfghjk

    Dear Engineering Community, I w

    Dear Engineering Community, I was asked to give my recommendations for repairing cracks in CMU walls of unreinforced load-bearing walls of a one-story building. This building is about 60 years old and is located on the east coast. [See image]. This picture shows only one room in the building...
  3. 1asdfghjk

    Placing RTU on the roof of Prefab. Metal Building

    Hello Engineering Community, A mechanical engineer on our team asked me about the possibility of placing a 600 Ib RTU on the roof of a prefab metal building. I'm not sure what the reinforcement of the Z-purlins would look like, but given the structural inadequacy of the Z's, I'm hesitant to...
  4. 1asdfghjk

    Concrete Speical Moment Frame

    Greetings, I have been assigned the task of designing a single-story office building using reinforced concrete in accordance with ACI 318-14. This building is placed in seismic design category D with site class C. According to ACI and what other buildings are designed and built with, LFRS is a...
  5. 1asdfghjk

    Load model for gabled roof rafter

    Hello, My question is, how do you model the load on a rafter for gabled roof or any angled roof member using the load combinations 4 or 5 for Strength Design? In another word, If I want to use the aforementioned combinations for both wind and gravity, how would I model it since wind is acting...

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