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...
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...
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...
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...
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...
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)
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...
