2. Find the (a) resultant force and (b) direction of the resultant force of the figur using vector components method. y F = 3.00 kN 30º> F = 2.00KN 60°
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2.Statistics of Regid Bodies/ Civil Engineering
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- Set P1_1 = 58 kN , P2_2 = 33 kN . (Figure 1)A simply supported beam carries a concentrated load of 36 kN at 6 meters from the left support (2 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees.Two parallel plates are separated by a 0.22 mm space filled with a fluid (sp gravity = 0.964) of kinematic viscosity 5.6 × 104 m /. The lower plate is stationary, and the upper plate having a 2x2 m2 area moves at a velocity of 6.6 m/sec. Estimate the shear force on the underside of the upper plate.
- A level site underlain by fully saturated clays is cut over a few days as shown in the figure below. The water table is located at the ground surface across the site. Determine the resisting moment in kN.m for the circular slip surface depicted in the Figure below shortly after excavation. Consider the soil wedge above the circular slip surface as a single free body, whose plane area is equal to 100 m2 and the centre of gravity of the soil wedge is given at Point C.A triangular plate is 2 m wide at the base of 3.6 m deep is vertically submerged in water with the vertex at the watersurface and its base is parallel to the water surface. Compute how far in meters, below the centroid of the plate is the horizontal resultant force acting on each side of it.Slope deflection method: compute for shear and momemt diagram
- If F = 5 kN and θ = 30°, determine the magnitude ofthe resultant force and its direction, measured counterclockwisefrom the positive x axis.For the state of stree as shown, determine the inclination of minor principal palne with respect to palne ABReadings on a rod held at two points and B, 75 m apart, are 2.965 m and 1.295 m, respectively. Determine the rod reading at points on line AB which are 25 m and 45 m from A. Assume that there is a uniform gradient along line AB
- 3.) For the given couple-force system shown, determine the horizontal component of Q. P= 335 KN Q= 44 KN R=74 KN-m Z=263 KNUSE SLOPE DEFLECTION METHOD Determine the slope located at the roller support and the deflection 1 m left of the right support.If mu = 0.30 under both blocks and A weighs 400 lb, find the maximum weight of B that can be started up the incline by applying to A a rightward force P of 500 lb.