Compute the slope at C. 45 kip-ft B C 21 -12- -9- 1272.13/EI 4860/EI 310/EI O 454.78
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- Data Table 1 y= 1m d= 5cm M=150g r(cm) t (s) ( Imeas 0.1cm 0.01s 1 1 6.77 5 6.88 12 7.42 4 17 8.03 25 9.30 6) Questions: Q1: From the graph Imeas versus r calculate Irod and m. Q2: Calculate the error in m Q3: Explain why putting the masses at r = 0 (if we could) is the same or is not the same as removing them from apparatus? Q4: write your conclusion. %23H.W\ Calculate the excavation volume from the details of cross sections shown in table below. The width of the road is 12m Stations Cross-sections 60+40 C1.62 C2.07 C1.75 C2.01 C2.46 6.93 4.5 4.5 8.19 60+90 C2.24 C2.24 C2.24 9.36 9.36 70+55 C2.13 C2.03 C1.92 9.2 0. 8.88Plz, solve this problem properly with detail?, it is not graded question. Four digits of reg.no : 5395
- The following data was collected in a road project: Free haul distance = 50 meters Cost of borrow= 5 pesos per GYm Cost of haul = 0.25 pesos per meter station • Stationing of one limit of free haul = 2+763.12 Stationing of one limit of economic haul = 2+948.03 Assume the ground surface has a uniform slope from cut to fill. STATION AREA CUT FILL 2+440 51 2+740 BALANCING POINT 3+040 69 Compute the length of economic haul. b. Compute the overhaul volume. a. C. Compute the volume of borrow. d. Compute of the volume of waste.6736.6 is incorrect1. Fill in the blanks according to the given information Hole Shaft 040 0. 025 025 +0. 021 025 +0. 006 040 -0. 009 -0. 025 -0.007 nominal size D, d upper limit of size Dmax/dmax lower limit of size Dmin/dm in upper limit deviation ES/es lower limit deviation El/ei Fundamental deviation Tolerance T/T. D d
- I have tried by assuming Vdot value, Put value in 4equation that I got, 1. Flow rate equation 2. Reynold number equation 3. Haaland's equation 4. H(available) = H(required) I tried to solve it by iteration, However, I can't figure out, which value I could use with the iteration techniqueSHOW YOUR SOLUTIONS PLS INSTRUCTIONS: A beam having a tee-shaped cross section is subjected to equal 18 kN-m bending moments, as shown. Assume bf = 125 mm, tf = 25 mm, d = 185 mm, tw = 20 mm. The cross-sectional dimensions of the beam are also shown. Use these information to answer questions 1-5. QUESTIONS: 1) Determine the centroid location (measured upward from the bottom), in mm rounded to the nearest tenths. 2) With reference to problem 2, determine the moment of inertia about the z axis. Express your answer in (106) mm4 rounded to three significant figures. 3) With reference to problem 2, determine the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures. 4) With reference to problem 2, determine the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths. 5) With reference to problem 2, determine the maximum bending stress…Y = 9810 N m FH METHOD 1: Plane Surfaces METHOD 2: Curved Surfaces Fv TAKE NOTE: Use the 2 methods to solve the problem. COMPARE/DIFFERENTIATE THE TWO METHODS. Plane Surfaces F=? 45° gate width=1m 1m Curved Surfaces Directions: Guide Question/s: 1.) Using the procedure employed in calculating FH, F, and F in a curved surfaces, will it be applicable also in calculating the hydrostatic force F in an inclined rectangular gate?
- 1. The cross section foresights at one station along a proposed highway are shown below. The HI for these foresights is 970.61 ft. Plot the cross section elevation to scale. 5.2 4.8 6.6 5.9 7.0 8.1 24 + 00 50 22 0 12 30 50 2. The roadway subgrade elevation is 973.30 ft., the planned roadbed is 30-feet wide, with side slopes of 2%:1. Plot the roadbed design elevations on the plot from problem 1, and find the slope intercepts and the cross section area. 3. The cross section foresights for the next station are show below. They were observed from the same instrument setup as in problem 1. The subgrade elevation is 972.30 ft. Use the same roadbed width and side slopes from problem 2. Plot the cross section and the roadbed elevations to scale, find the slope intercepts, and find the cross section area. 4.8 25 + 00 3.2 5.3 50 0 50 4. What is the volume of soil to be removed or added between stations 24 and 25? Hint: To calculate volume of soil between stations 24+00 and 25+00 Use the…1. For a set of experimental data of (x, y), i = 1,.,n, the theoretical analysis suggests that the data should follow a basic form of y = Axmexp(Bx2). (1) Assuming m is a pre-determined constant, how to transform the equation into a linear one? Give the relationships between the new and original coordinates. (2) Based on (1), how to calculate A and B from the slope and intercept of the linearization curve fitting?How did you decide to use the slope (first derivative)? What was messing me up was that I was just using the equation EIY with x=15 and mid span, 7.5. I didn't even think to use EIY'.