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Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN / m . Determine

Calculate the deflection of a simply supported beam with a span of 8 meters under a uniform load of 5 kN/m.
Determine the factor of safety for a slope with an angle of 30 degrees, cohesion of 10 kPa, and an angle of internal friction of 25 degrees.
Compute the quantity of concrete required for a rectangular footing with dimensions 3m x 4m x 0.5m.
Find the design moment for a reinforced concrete beam section with a width of 300 mm and an effective depth of 500 mm, using M25 grade concrete and Fe500 steel.
Calculate the settlement of a clay layer 5 meters thick under a load of 200 kPa, given the compression index is 0.4 and the initial void ratio is 1.2.
Determine the shear force and bending moment at the midpoint of a cantilever beam with a span of 6 meters carrying a point load of 10 kN at the free end.
Calculate the quantity of steel required for a column with a cross-sectional area of 400 mm x 400 mm and a height of 3 meters, using Fe500 steel.
Find the critical buckling load for a column with an effective length of 4 meters and a rectangular cross-section of 100 mm x 200 mm, using E =200 GPa.
Compute the bearing capacity of a strip footing on a sandy soil with a width of 2 meters, depth of 1 meter, and soil parameters c =0, =30 degrees, and =18 kN/m^3.
Determine the maximum shear stress in a solid circular shaft with a diameter of 100 mm subjected to a torque of 5 kNm.
Calculate the total volume of earthwork required for a road embankment with a length of 500 meters, top width of 6 meters, bottom width of 12 meters, and height of 2 meters.
Find the design discharge for a rectangular channel with a width of 3 meters, depth of 2 meters, and Mannings coefficient of 0.015, with a slope of 0.001.
Determine the required thickness of a retaining wall base if it has to support a horizontal earth pressure of 50 kPa, given the concrete has a permissible stress of 5 MPa.
Calculate the rate of settlement for a consolidation test where a clay sample with a height of 20 mm settles by 2 mm in 10 days under a load increment of 100 kPa.
Find the bending stress in a simply supported beam with a span of 5 meters and a point load of 20 kN at the center, given the beam has a rectangular cross-section of 200 mm x 300 mm.
Determine the total horizontal force on a 4-meter high retaining wall due to a saturated backfill with a unit weight of 20 kN/m^3 and an angle of internal friction of 35 degrees.
Compute the amount of water required to saturate a soil sample with a volume of 0.1 cubic meters and a porosity of 35%.
Calculate the maximum load that can be applied to a steel bar with a length of 2 meters and a cross-sectional area of 50 mm^2, given the yield strength is 250 MPa.
Find the uplift force on a circular footing with a diameter of 1.5 meters in a groundwater table with a unit weight of water 9.81 kN/m^3.
Determine the natural frequency of a simply supported beam with a span of 6 meters, mass per unit length of 50 kg/m, and a flexural rigidity of 500 kNm. What is reinforced learning?

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