For the following floor plan design member M3 as a T-shape beam. Use the following information: slab thickness = 3.5 in. f'c = 4000 psi fy = 60000 psi. = 103 psf WD=82 psf (not including the weight of the slab) Make sure to include the weight of the self weight of the slab when calculating M₁. Include a drawing of the final cross section of the beam Ensure that M, is not more than 10% of м. Make sure that you complete all the checks. Ignore serviceability check.

The three parts of this problem refer to the floor plan shown in figure. Assume that the entire floor system is constructed sand normal weight concrete that has a compressive strength, fc= 4000psi. Also assume that the longitudinal steel has a yield strength, fy=40 ksi, and that the transverse steel has a yield strength of fyt= 40ksi. The slab thickness is 6", with a superimposed dead load of 18 psf and live load of 26 psf. a). Design the spandrel beam between columns B1 and C1 for bending, shear, and torsion. Check that all of the appropriate ACICode requirements for strength, minimum-reinforcement area, and reinforcement spacing are satisfied. b). Design the spandrel beam between columns A1 and A2 for bending, shear, and torsion. Check that all of the appropriate ACI Code requirements for strength, minimum-reinforcement area, and reinforcement spacing are satisfied. c). Design the spandrel beam between columns B2 and C2 for bending, shear, and development length and splicing. Check…

Hello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stage

Details of a rectangular column are as follows: Column width along the x-axis = 250 mm Column width along the y-axis = 600 mm Reinforcement 8 of 25 mm diameter bars distributed equally along the longer sudes 10 mm diameter ties spced 100 mm on centers. Concrete 28th dat compressive strength, fc' = 20.7 MPa Reinforced steel yield strength, fy = 415 MPa Assume that the compression steel yields. Concrete cover to the centroid of bars 70 mm Determine the nominal balanced load with eccentricity measure from the y-axis if the depth of the rectangular concrete compressive stress block is 90.66 mm.

Problem No. 3A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume Cc-50mm, stirrups-10mm, fc'-21Mpa and fy-415Mpa. Calculate the following. 17. Calculate the strain of the steel reinforcement O 0.00182 O 0.00201 O 0.00224 O 000391 O 0.00577

Assignment 2: Slab Design Perform structural design of the simply supported reinforced concrete slab shown in the floor plan. The slab must be able to carry its own weight and a live load of 100 psf. The slab thickness should satisfy the ACI stipulations for minimum thickness. Concrete compressive strength f'c = 4,000 psi and yield strength of reinforcing bars fy = 60,000 psi. The slab is neither exposed to weather nor in contact with the ground, meaning it is subjected to interior exposure. Use the reference on "Practical Considerations for Slabs" ● Include references to ACI code and Tables from Appendix A Draw a sketch of the reinforced concrete slab and label all the reinforcement sizes and spacings. A 10 2 B 3 B 49 B Girder 2 # Girder 1 Beam 1 Slab C 0 8 4@33' = 132 D # 60 E Beam 2 3@30' = 90'-

ASAP PLEASE

An existing beam section was investigated and found out the following elements: b=250mm h=450mm concrete cover = 40mm diameter of stirrups = 10mm fy = 276Mpa fc = 27.6 Mpa Top bar reinforcement: 2pcs-20mm Bot bar reinforcement: 2pcs-20mm Determine the depth of compression block using NSCP 2010 when the stain of the steel reach 0.005.

+ „blackboard.com/ultra/courses/_96287_1/cl/outline Question Completion Status: 4 8 9 10 A two span beam subjected to shear and flexure only is reinforced as follows: SECTION @ MIDSPAN @ FACE OF SUPPORTS TOP BARS 2-020 mm 5-Ø20 mm BOTTOM BARS 3-020 mm 2-020 mm Given: Stirrup diameter, ds = 10 mm Concrete fc = 21 MPa Steel rebar = 415 MPa Stirrup fy = 275 MPa %3D Beam size b xh = 270 mm x 450 mm Assume all bars laid out in single layer. Calculate the following: Tensile steel ratio in positive bending at midspan = (in 5 decimal places) kN m (nearest whole Design Moment strength of section at midspan for positive bending = 32°C Light rain ^ O O G ) ENG 1:42 pm ロ

From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L = 3.0 kPa U = 1.2D + 1.6L Beam dimension = 300x400 mm Slab thickness 100 mm Slab Reinf. 10 mm Ø = Clear concrete cover to slab reinforcement = 20 mm S = 2.6 m L= 6.0 m 6- 300 mm SECTION AA 11. Determine the ultimate negative moment on the slab at the span bounded by FGJK. 12. Determine the ultimate positive moment on the slab at the span bounded by FGJK 13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design codes. 14. Determine the ultimate shear force on the slab at the span bounded by FGJK. 15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.