a) For the partial framing plan shown below, design the deck gage to support the following gravity loads given the following conditions. - Use 3VLI with normal weight concrete - Use a 1 span beam condition. Do not use shoring. - Select the thinnest gage deck needed for 7 total slab depth. Dsuper = 80 psf Dsw,deck = 50 psf Dsw, steel framing = 15 psf L = 150 psf (SW = self-weight, super = superimposed loads aka those not including the structures weight) 21 TYP 95 40' 35' 20' BF4 R=3.0 MF4 R-1.33 35 b) Check if the deck complies with a 3 hr fire rating. Explain how you made this determination. (See pg 70-71 of the Vulcraft catalog) c) If the deck you designed in Part a) could be switched to a shored condition, what would the new gage design be? Comment briefly on whether you would suggest shoring or not shoring for your design and why. a) For the partial framing plan shown below, design the deck gage to support the following gravity loads given the following conditions. - Use 3VLI with normal weight concrete - Use a 1 span beam condition. Do not use shoring. - Select the thinnest gage deck needed for 7 total slab depth. Dsuper = 80 psf Dsw,deck = 50 psf Dsw, steel framing = 15 psf L = 150 psf (SW = self-weight, super = superimposed loads aka those not including the structures weight) 21 TYP 95 40' 35' 20' BF4 R=3.0 MF4 R-1.33 35 b) Check if the deck complies with a 3 hr fire rating. Explain how you made this determination. (See pg 70-71 of the Vulcraft catalog) c) If the deck you designed in Part a) could be switched to a shored condition, what would the new gage design be? Comment briefly on whether you would suggest shoring or not shoring for your design and why