For the floor framing shown, select the most economical W shape for member G1 co

Question

For the floor framing shown, select the most economical W shape for member G1 considering bending (major axis), shear, and deflection. Design service loads are: dead load =72 psf (including the weight of framing); live load = 100 psf. Assume allowable delta TL,max = L/240 (note: TL = D+L), ASTM A992 steel, Cb = 1.0, and all connections are simple. Note: Member G1 is braced at the beam connections. Hint: May use AISCM Table 3-22a for deflection calculation (Shear & shear moment calcs, should be based on

Explanation / Answer

Hi, The question is from which book and author? It would be better if you can post the full question as not everyone here will be having access to the book. Request you to re-post the question and rate this one. Thanks. You may post the question as an image or text.

Related Questions

Navigate

• Browse (All)
• Browse F
• Subjects

---