C. A a. 8' 16' P = 200# w = 60 #/ft 8' Select a 2x joist based only on Shear B b. Select a 2x joist based only on Flexure/Bending Name (s) 3. A floor joist carries the 60 #/ft distributed load (w) and the 200# concentrated load (P) as shown at the left. Fb = 1400 psi Fv = 75 psi E = 1,400,000 psi Answer: Answer: Using the joist depth(s) determined in Part a & b, calculate the maximum deflection (at mid-span). Answer:

(1) 27" b 16" Zoft -# stirrups. .2 #7 449 WOL = 2.2 KLf including beam weign W₁L = 4.2 k²f Cover = 1.5" Assuming the lived load is placed to produce the Maximum shear at beam end & Centerline. fé = 4000 psi, Grade 60. NWC. Please design the shear stirrups accordingly.

Given the framing plan with DL = 65 psf and LL = 85 psf: - On the Plan above, label the members with different load conditions. - Draw the loading diagram for the member that spans between grids 1-2 along grid B. (this includes determining the reactions) - Determine the loading on all columns I understand that this may be a loaded question but if you cannot answer all of it, do you mind atleast starting it off for me or writing steps I could take to solve this kind of problem please! I do not understand this at all and need help (:

In a slab-floor system with the total depth of 22 in., the flange effective width was determined to be 40 in. The beams have a web width of 14 in. and the slab thickness is 3 in. Design the reinforcement for a typical interior beam if the factored applied moment, Mu is 9500 k-in. f’c = 6ksi and fy = 80 ksi. Draw the detailing.