Question

2. (30 point) w 1.2 for dead load, and 1.6t is used the total factored lood and the reactions that a d 8 ft For the dead load, assume concrete and a slab that used to tors of l a thst ct o and as in a light storage the 4-inch con16or live load, determine and sketch r-dead load, ang 5 and ABC. The loads should be The steel framework is used to support warehouse. Using the load factors of 1.2 for det on beams expressed in units of Ib/ft and/or lb. Set b -20 ft, a weighs 140 Ib/f and ignore the weight of the beams. according to the ASCE-7 and is to act over the entire d The light storage live load is 125 Ib/t entire floor I. Check to see if live load reduction applies. If it applies, reduce the live load. 2. Total load in Ib/ft- 1.2 (dead load in Ib/f)+ 1.6 (live load in Ib/ft'). 12So lbIRs

Answer 1

selation al sab Thus the tbu asea 2048 ubltt 8 CL. Live Lcad = 20480 Rb-20.48 kips aboue-

oa i Supparts is beamBE at 8 Beom ABC: The 820 8 Ang ะ. c- 20:48-10, 24 uips