gross weight 37,800 Ib Empty vehicle weight 10,800 lb Неарed capacity 12 yd 10 yd Struck capacity Haul time to dump area, including load, haul, return, and dump times 17 min Delay time 5 min/hr ne soil has the following characteristics: Bank density Loose density 110 pcf 100 pcf
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- Question: Each of the four silos seen in the figure has an empty weight of 30MN, and can hold up to 105 MN of grain. The weight of the mat is 55 MN. Since each silo is filled independently, the resultant load imposed on the mat does not necessarily act through the centroid. Evaluate the various loading conditions and determine whether centrally loaded, one-way eccentric loaded, and two-way eccentric loading requirements will be met. If these requirements are not met, determine the minimum mat width, B, needed to satisfy these requirements. Allowable bearing capacity is given as qa=265kPa). 50m 12,5m Plan 50m 12,5m Profile Mat foundationFor the beam shown, the magnitude of the concentrated load is P = 11 kN, the magnitude of the couple is MB = 190 kN-m, and the beam lengths are a = 4.9 m and b= 14.7 m. (a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point. A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the magnitudes of the maximum shear force and the maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. A MB B b C X1. Fineness modulus of the aggregate Weight Retained Individual Cumulative Percent Sieve (g) Percent Percent Passing 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5 O a. 2.96 O b. 2.76 O c. 2.54 O d. 2.34
- Aggregates from a material storage site are required for the embankment of a roadway. The porosity of the aggregates at the storage is 75% and it is desired that these be compacted until a porosity of 20% is reached. The section of current interest for the embankment is 8m wide, 1.2m compacted thickness and 220m long. Compute the total cost if each truckload of aggregates to be transported will cost around 3550.00 and each truckload has a capacity of 7m3.For the beam shown, the magnitude of the concentrated load is P = 28 kN, the magnitude of the couple is Mg = 200 kN-m, and the beam lengths are a = 4.8 m and b= 14.4 m. (a) derive equations for the shear force V and the bending moment M for any location in the beam. Place the origin at point. A. (b) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Use your diagrams to determine the magnitudes of the maximum shear force and the maximum bending moment. Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. P a MB B b C Xage ! Please round to the nearest One (i.e., 1). Calculate the compacted cubic yards per hour if a compactor with a 6 ft drum width travels at 4 miles per hour over a 6 in lift of aggregate base course with 3 passes required to meet density specifications. 1. Calculate the compacted cubic yards per hour = 2. Calculate the compacted cubic yards per hour at Poor operating conditions = Q A F1 2 W S F2 #3 20 E F3 D $ 4 000 000 R F % 5 AMA F5 T G MacBook Air A 6 * F6 Y & 7 H F7 * 00 8 F8 n Next page ▶▶ 9 UI U F9 K
- e) Given the following Data: D422 D4318 Sample Sieve Number % Retained LL PL 10 0.1 30 0.7 40 0.9 60 8.3 NA NA 100 57.2 120 17.5 200 11.9 Pan 3.1 10 0.0 30 1.2 40 2.0 60 22.7 2 21 15 100 35.2 120 5.7 200 14.6 Pan 18.4 10 0.0 30 0.4 40 1.2 60 19.4 54 31 100 47.9 120 6.4 200 14.9 Pan 9.8 Determine USCS and AASHTO soil classifications for each soil sample.up to 120221 (Compatibility Mode] - Word References Mailings Review View Help Nitro Pro V Tell me what you want to do A A Aa E E-E EE T T 2 T AaBbCcl AaBbCcI AABBCCI A A、ッ、A 前,, Emphasis T Heading 1 I Normal Paragraph Styles 1. Q. The following results were obtained from a CBR test on a compacted subgrade soil. Calculate the CBR value for the soil. Do you recommend to use it as subbase? Illustrate your answer? Penetration (mm) Load (KN) 0.625 0.15 1.25 0.18 1.875 0.40 2.5 0.73 3.75 1.32 1.80 7.5 2.34 10 2.53 12.5 2.91 Standard Loads: 2.5 mm .... .13.36 KN 5.0 mm 19.96 KN tes) lenovo1. Fineness modulus of the aggregate Weight Retained Sieve Individual Percent Cumulative Percent Percent Passing (g) 4.75mm 31.5 2.36mm 67.6 1.18mm 96.5 600um 111.1 300um 60.5 150um 115.6 75um 17.5 pan 31.5
- 3. A portable conveyor system is used to load wet sand from a stockpile to a concrete mix plant. The conveyor has a 30" wide belt that has a travel speed of 300 feet per minute. The angle of repose for the sand is 15°. Compute the average production rate of the conveyor in cubic yards per hour.Please round to the nearest One (i.e., 1). Calculate the compacted cubic yards per hour if a compactor with a 4 ft drum width travels at 4 miles per hour over a 8 in lift of aggregate base course with 4 passes required to meet density specifications. 1. Calculate the compacted cubic yards per hour = 2. Calculate the compacted cubic yards per hour at Poor operating conditions Next page geQsn. Please show the steps of method of consytruction From Polyethylene Tetraphthalate when they are filled with the silty clay type soil When G=2.4 and Liquid Limit=33% and asssume the OMC is at 13 %Don't post wrong answers I will give dislike