1. A 2000-lb wheel load is to be supported by aggregate over soil that can withstand a pressure of 1000 Ib/sq ft. What depth of aggregate is needed if 0 = 40°? %3D
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- A 2000-lb wheel load is to be supported by aggregate over soil that can withstand a pressure of 1000 lb/sq ft. What depth of aggregate is needed if θ = 40°?Calculate the maximum stress at corner if 4600 kg wheel load is applied on cement concrete pavement of thickness 180 mm. a) 40 kg/cm? b) 42.59 kg/cm? c) 43.54 kg/cm d) 44.89 kg/cm? Answer O A O B Oc ODQ2. Design the one-way slab as shown in Figure below to carry the live load 4.5kN/m². Concrete class C25 and steel fyk = 500 MPa. Assume any information required. 450 200 3 m 7m 3 m
- Determine effective depth (d) for the shown beam. Size of stirrups 10 mm, Nominal aggregate size 19 mm, layer spacing = 30 mm and minimum concrete cover= 40 mm. 2425 3428 .. ww 0022. Design a two-way slab having a dimension of 3m x 4m. The slab is to carry a uniform live load of 1900 Pa. Assume fc' = 27.6 MPa and fy = 280 MPa for main bars. The slab is exposed to earth or weather. Use Unit weight of concrete yc = 23.5kN/m³. Use NSCP 2015. 4m 4m 4m 3m 3m 3m1o 25/ In a rein forced concrete beam,b= 250mm, d=D450mm and n=l0.The actual mayimine Stresses developed ave fee 6mpa and fs=120 MfA, Determine the applied - bending moment and the steel avea - required.
- 1- For the floor system shown in Figure below, support service live load 4KN / (m ^ 2) and service dead load 5KN / (m ^ 2) Answer the flowing. Classify the floor system into one way or two-way solid slab. 2- What is the minimun slab thickness that should be used to control deflection and shear requirement ? 3- By using Ø 12 mm rebar, what is the required positive and nagative reinforcement? 4- Sketch the detail of reinforcement. Use : fy = 400Mpa , f c ^ prime =30 Mpa 6.00 m 6.00 m6.00 m 3.00 m 0.30 m АB 3.00 m 3.00 mGiven: Slab thickness, t= 175mm Effective depth, d = 300 mm Web width, b = 250 mm Materials: Concrete, fe' = 24 MPa Steel bar, fy415 MPa $=0.90 Concrete slab casted monolithically with the beam. The steel bars will be distributed in one layer only. 1. If the equivalent width of the concrete flange from the slab b = 600mm, determine the value of the balanced steel area of the sectionWhat are the advantage of Triaxial Compression Test?
- A 195 ton load is applied to the surface of a soil. What is the stress in the soil at a location 6 ft over and 16 ft below the load? Answer in psf and round to two decimal places. Type your answer...PROBLEM 1: The continuous floor beam ABCD is shown in the figure. It has a 100 mm slab thickness and the beams bxh is 300 mm x 500 mm. Column section is 0.30 m x 0.30 m. Live load = 3.6 KPa Superimposed Dead load = 2.6 KPa Concrete weighs = 24 KN/m3 L = 8 m. S = 2.8 m. 2.8 2.8 Siahs. neglet the live load Reduchon O Compute the positive moment for beam EF. 2.8 M 8 m 8 m 8 m Compute the negative moment at the face of support E Compute the negative moment at FCalculate the maximum. uniform service live load (in kN/m) that can be applied to the beam before cracking. Use the following: b = 329 mm h = 539 mm t = 171 mm f'c = 25 MPa Beam span = 6.80 meters (fully fixed on both ends)