Determine the value of PM, and verify code compliance for the beam shown below. b =...
Problem 2: Determine the value of $M, and verify code compliance for the bear shown below. b= 18 inch h=32 inch f'c = 5,500 psi fy = 60,000 psi 6#8 Problem 3: Modify the beam section in problem 2 so that it can be used for the beam of problem 2. Assume self-weight is included.
For the simply supported beam that follows. Size and space the stirrups according to the ACI code using the simplified method. Assume a constant Vc method with f'c 4,000 Psi. and Fy 60,000 psi. the beam has a 20-foot span that has a 6 inch length resting on each pier. Let b= 18 inches, d= 22 inches. The live load is 2 KLF and the dead load is 1.6 KLF which includes the beam weight.
For the simply supported beam...
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b = 16 in and h= 24 in with f'c = 5,000 psi and fy = 60,000 psi subjected to the bending moments: (a) Mu= 460 ft.k, and (b) Mu- 590 ft.k
Q2 (50 pts): Design, verify and detail a reinforced concrete beam with fixed dimensions of b = 16 in and h=24 in with f'c = 5,000 psi and fy = 60,000 psi subjected to the bending moments: (a) Mu= 460 ft.k, and (b) Mu= - 590 ft.k
a. The beam of the cross section shown has f'c = 3000 psi and fy = 60,000 psi. Calculate Mn. b. Same cross section as part (a) but the steel is changed to four No. 10 bars. Calculate Mn. Calculate the percent increase in Mn and As. c. Same cross section as part (a) but the depth d is increased to 28 in. Calculate Mn. Calculate the percent increase in Mn and d. d. Same cross section as part (a)...
Determine the design moment strength φMn of the T-beam in the slab shown. The span length of the beam is 30 ft. Use fc-4000 psi and fy 60,000 psi. Assume there is one inch clear distance between layers 5 in 32 in 36 in 8#9 15 in 8 ft
. Deisgn a reinforced concrete cross-section with unknown dimensions Problem 1 Design the steel reinforcement for the beam shown in Figure 1 that supports its own self-weight, a uninformly distributed dead load, a uniformly distributed live load, and a live point load located at midspan. In your solution, you should select the area of reinforcement, the number and size of reinforcing bars, and the section depth in order to receive full credit. Assume J 5,000 psi, fy 60,000 psi. 16...
Problem 2 Determine the nominal moment capacity for the reinforced concrete beam shown. The beam cross section has a width 10 inch and a depth 20 inch. The beam is reinforced with a tension steel reinforcement of 3#8 with an area of steel # 2.37 inch Assume grade 60 steel with a yield strss, Fy 60 ksi d 20 3#8 2.37/ 2 As B-10"
Problem 2 Determine the nominal moment capacity for the reinforced concrete beam shown. The beam cross...
2. Design a rectangular section for the beam below with the loads shown. The self weight of the beam is not included in the dead load of the beam and should be considered in the design. Show a sketch of your cross section, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft. Use Grade 50 steel with f 3,000 psi Use a target ρ-0.18 (/f, PD = 15 k PL = 10 k 2 k/ft (excludes beam weight)...
A rectangular beam having b-10 in. and d= 17.5 in. spans 15 ft face to face of simple supports. It is reinforced for flexure with three No. 9 (No. 29) bars that continue uninterrupted to the ends of the span. It is to carry service dead load D 1.27 kips/ft (including self-weight) and service live load L -3.70 kips/ft, both uniformly distributed along the span. Design the shear reinforcement, using No. 3 (No. 10) vertical U stirrups. The more approximate...