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  1. Gokhan G

    Steel tube check

    Thank you. I just wanted to check if there are any specific parts I should definitely review in this calculation. The cantilever deflection of -0.5236 appears to exceed the typical design limit of L/180. However, it seems the kicker was not considered in the calculation, even though it would...
  2. Gokhan G

    Steel tube check

    Thank you. I just wanted to check if there are any specific parts I should definitely review in this calculation.
  3. Gokhan G

    Steel tube check

    There is a new steel tube installed over the existing building structure to support ACM panel cladding. I’m reviewing whether the calculated wind pressure of 31.8 psf is acceptable for this connection. Do I need to perform my own wind pressure calculation to verify this value, or should I be...
  4. Gokhan G

    Steel tube check

    There is a new steel tube installed over the existing building structure to support ACM panel cladding. I’m reviewing whether the calculated wind pressure of 31.8 psf is acceptable for this connection. Do I need to perform my own wind pressure calculation to verify this value, or should I be...
  5. Gokhan G

    Section area of fastener (facade)

    Thank you all. I really appreciate. @Desertfox sorry typing error. Value 0.037in2
  6. Gokhan G

    Section area of fastener (facade)

    Hi everyone, I'm currently attempting to determine the section area of 0.033 in2 for a particular component, but I'm having trouble figuring it out. Please refer to the attached document. As far as I can tell, it involves the area where a fastener makes contact with two different materials. How...
  7. Gokhan G

    Expansion anchors torque into concrete

    Thank you all. I appreciate all answers!
  8. Gokhan G

    Expansion anchors torque into concrete

    I asked them however was not clear to me. Installation torque was specified 25 ft-lbs. And they told “installers should set specified value when they install anchors. “ and expect 50% relaxation later. (Next Day or more) But i m not sure if i have to read specified value in torque wrench or...
  9. Gokhan G

    Expansion anchors torque into concrete

    Hi everyone, I have been inspecting previously installed expansion anchors using a torque wrench. According to Dewalt specifications, the installation torque should be 25 ft-lbs. In the guidelines, it is mentioned that anchors experience a relaxation of preload immediately after tightening due...
  10. Gokhan G

    Facade - Stick System calculation

    Hello all, I have a structural calculation for the stick facade. Section 1.4 current fG=0.128” Is this glass deflection? I assume fs is mullion deflection.Thank you and appreciate for...
  11. Gokhan G

    Window Calculation

    Thank you. I really appreciate your response!
  12. Gokhan G

    Window Calculation

    Thank you for your response! If anyone could help determine the line load (8.201 lb/in), I would greatly appreciate it. I have attached a file showing wind loads and the line load. Please take a...
  13. Gokhan G

    Window Calculation

    Thank you for your response. Could you please advise me on how to calculate the tributary width based on window elevation? Also, how do I determine the line load at the mullion (8.201 ln/in)
  14. Gokhan G

    Window Calculation

    Hi everyone, I am currently reviewing the structural calculation for a window assembly. Please take a look at the attached photo. I have a question regarding the tributary width. I see Tw1=1.96ft and Tw2=3.00 ft, but I'm not sure where exactly these values come from. (Solved) Additionally, I...

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