q=1.2m b = 2.91m P tb- P= 208 KN E = 21 000 MPa I = 224 x 10 mm 4 P Determine the slope in rad at 2.5m from the left.
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- Determine the critical slope for a rectangular smooth concrete flume (n=0.013) 4.5m wide which is to carry 4.5 m3/s per meter width of channel. Unit of answer: n/a No. of decimal places: 4A cement lined rectangular channel 6m wide carries water at the rate of 30m3/s. Find the value of Manning’s constant, if the slope required to maintain a depth of 1.5m is 0.001242.a v-shaped channel, build of unplanned timber 0.080 m/ with a velocity of 2.5 m/s. each of the sides makes an angle of 45° with the horizontal. determine the slope if n = 0.014
- a v-shaped channel, build of unplanned timber 0.080 m/ with a velocity of 2.5 m/s. each of the sides makes an angle of 45° with the horizontal. determine the slope if n = 0.014 determine the slope with complete solution.Compute the elevation of the turning point or the rock. Compute the elevation at the point 60m from the beginning of the line.Calculate for the slope at the free end.
- width of rectangular channel = 3.6 meters discharge = 2.7 m^3/s Assume n = 0.012 What is the critical slope of this wooden flume?Determine the slope at A in radian. Using Moment Area Method. Let P =38 kN. EI = 14220 kNm^2 Round off the final answer to three decimal places.A canal cut in rock (n — 0.030) is trapezoidal in section with a bottom width of 6.10 m and side slopes of 1 on 1. The allowable average velocity is 0.76 m/s. What slope will produce 5.66 m /s?
- 3. At what point from the left end is the momentequal to 7.29 kN-m? 4. Is the bending at 2.5 meters positive or negative? Why and what is the slope at that point? 5. Draw the elastic curve.Using the ordinary method of slices, find the factor of safety with respect to sliding for the following case: ?=70° , α=30°, H=12m ,?=18.4 kN/m3 ,c’=20 kN/m2, ?’=20, n’=1Figure 15.47 shows an infinite slope with H = 9.14 m and the groundwater table coinciding with the ground surface. If there is seepage through the soil, determine the factor of safety against sliding along the plane AB. The soil properties are Gs = 2.7, e = 0.8, β = 16°, ϕ′ = 21°, and c′ = 59.8 kN/m2.