9.1 Determine the design capacity and tie spacing of the column section shown below which is...
LECTURE # 1) beft 36 " Determine the design moment strength of the section shown. Use fc' = 4 ksi and fy = 60 ksi. (10 | Also check the minimum reinforcement 32 requirement and the ductility of the beam. 8-# 9 bars 14in Asyrin Pin= 200 156 As OK TAs fy =480 Ksi OXS f 4.3530 LECTURE # 1) beft 36 " Determine the design moment strength of the section shown. Use fc' = 4 ksi and fy =...
Problem Two: The beam shown below part is for an interior span and is cast monolithically with a one-way slab. The clear span for the beam is 30 feet, and the clear spacing between beams is 10 feet. (a) Reinforcement is shown for the positive moment region. Determine if the beam is adequate to support a uniformly distributed, factored load of 5 k/ft. (b) Design the slab reinforcement for the positive moment region using a factored load of 500 psf....
Example SW-11 Determine the design moment capacity for the T-beam floor system shown The beam has four #9 tension bars. Assume a clear span of 21 ft-3 in. fe 4000 psi, and fy 60 ksi be d-13%" 64%"
1) [Design] A reinforced concrete column is to be sized to carry pure axial compressive load. According to ACI 318, what is the smallest possible cross-sectional area (Ag) that the column can use in design supporting an axial dead load of 200 kips (unfactored) and live load of 400 kips (unfactored). Use fc = 4,000 psi and fy = 60 ksi. Assume pe = 0.08 and ties for transverse reinforcement. Be sure to include the appropriate design factors and use...
Show Diagrams Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1 is adequate to carry a factored axial load Pu of 540 kips. Assume small eccentricity. Check the spiral. Use fc 4000 psi and fy -60,000 psi. 큠.φ @ 2 7-'8 bars 1cover Figure 2.1 Spiral Column Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1...
1. Determine the nominal shear capacity (V.) of the following cross section. Furthermore determine the ultimate shear load the section can carry. 2 #10 - 36' #[email protected]. f = 4 Ksi fy = Fge = 60 ksi cover to long. rebar 2" 2 10- 2011 X 1 and the nominal torsion capacity (T.) of the following
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...
Determine the design strength (in kips) of the column shown if W12x72 section is used. Assume Fy=42ksi. (Give your answer only as a number to 1 decimal place. e.g. 100.4) 10 ft 10 ft pinned 13 ft
Reinforced Concrete Design Please answer it with good write . Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine the development length of the shown bars using the detailed and simplified methods for the following cases: a) straight bars b) 90 hooks c )180, hooks The column width is 22 inches. Concrete cover is measured from the concrete surface to the center of the reinforcement. fc 4...
1) For the shown frame, check whether column AB is adequate for resisting the following service loads applied on member BC: Dead load including own weight 4.1 kip/ft Live load = 1.7 kip/ft Earthquake load 8.8 kip acting at point C to the left and causing 2 in. drift. Assume fc 4 ksi, and fy 60 ksi. 20 ft 50 ft 35 10#8 16 40 Section of Beam and Column