Hi, I can help. Let me read closer.
Before we get started I’d like to point out that a ProfessionalEngineer’s standard of care typically includes a site visit to assess fieldconditions and get an overall understanding of the structure. This canobviously not be accomplished through the internet. The informationprovided here is meant for informational purposes only (general sizing andbudgeting) and is based on the information provided by you. Theinformation should be verified by a professional engineer who can visit thesite to ensure that potentially important information has not been overlookedor omitted.
Will the cocnrete be detailed to brace the beams?
What grade of steel?
Great. Give me a few minutes to run some numbers. Do you have any specific deflection criteria to meet?
Acknowleding your last comment. I'm checking it out right now.
Assuming A992 steel (typical for WF shapes), The W4x13 can hold (in additional to the 50 psf concrete and 10 psf superimposed DL) a total of 50 psf LL while maintaining L/360 deflection.
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Are you able to see my text?
I'll switch over to Q&A, just in case you're having problems with the chat feature.
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