KINDLY ANSWER IT CORRECTLY AND CLEARLY THANKS THE MEASURE USED HAS AN OUTER DIAMETER OF 15cm AND AN INSIDE HEIGHT OF16cm. ALSO, THE MEASURE HAS A BOTTOM THICKNESS OF 5mm AND A WALLTHICKNESS OF 2.5 mm. DETERMINE THE FF:VOLUME MEASURE IN CM^3AVERAGE BULK DENSITYPERCENTAGE OF VOIDSWEIGHT OF MEASURE20862511271128113011WEIGHT OF AGGREGATE & MEASURE68786978631165786632WIGGHT OF AGGREGATE MEASURE & H2079537521732171217409VOLUME OF MEASURE IN CM3BULK DENSITYPERCENTAGE OF VOIDS

Given: Outer Diameter = 15cm Wall thickness = 2.5mm Inside Height = 16cm Bottom thickness = 5mm…

Answered: THE MEASURE USED HAS AN OUTER DIAMETER…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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SOLVE CORRECTLY BY PROVIDING DETAILED SOLUTIONS. PLEASE MAKE SURE THAT THE ADJ LATS AND ADJ DEPS ARE EQUAL TO 0.
Determine: 1. The percent finer in Sieve # 20 2. The percent finer in Sieve # 80 3. D60from the grain-size distribution curve 4. D30from the grain-size distribution curve 5. D10from the grain-size distribution curve 6. The coefficient of gradation 7. The uniformity coefficient Please answer this asap. For upvote. Thank you very much
solve Trial Cement (grams) Water (grams) Penetration (mm) Consistency 1 70 30 38 2 70 25 34 3 70 20 28
Sample 2: Mass with empty mold M1 Mass of soil and mold M2 Hydraulic Head h Time interval t Volume V 145 g 250 g 950 mm 0.34 min 0.0046 L 145 g 260 g 900 mm 0.33 min 0.0049 L 145 g 228 g 922 mm 0.30 min 0.0051 L 145 g 281 g 915 mm 0.29 min 0.0044 L 145 g 219 g 908 mm 0.39 min 0.0042 L The diameter of the mold = 2.5 cm, Length of the sample = 0.3 m can u pls Find the permeability coefficient Mass of the soil Bulk Density Dry Density thank you Void Ratio
During a tensile test on a specimen the following results were obtained: Load (kN) 15 30 40 50 55 60 65 Extension (mm) 0.05 0.094 0.127 0.157 1.778 2.79 3.81 Load (kN) 70 75 80 82 80 70 Extension (mm) 5.08 7.62 12.7 16.0 19.05 22.9 Diameter of gauge length - 19 mm Gauge length = 100 mm Diameter at fracture = 16.49 mm Gauge length at fracture = 121 mm Plot the complete load extension graph and the straight line portion to an enlarged scale. Hence determine: (a) the modulus of elasticity; (d) the nominal stress at fracture; (b) the percentage elongation; (e) the actual stress at fracture; (c) the percentage reduction in area; (f) the tensile strength. !116 GN/m2; 21%; 24.7%; 247 MN/m2; 328 MN/m2; 289 MN/m2.] 1.10 Figure 1.24 shows a special spanner used to tighten screwed components. A torque is applied at the tommybar and is transmitted to the pins which engage into holes located into the end of a screwed component. (a) Using the data given in Fig. 1.24 calculate: (i) the diameter D of…
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A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine the weight of water in grams. Choose the correct answeer below: a.1.745 b.9.77 c.2.09 d.34.90
A 7 in – 17 lb/ft (6.538in ID) casing string is set at 8,000 ft deep in a 8 3/4 in hole. A height of 3,850 ft of cement is required in the annulus, and 60 ft of cement is left in the casing. Caliper measurements indicate the following average diameter: Well Depth ft 7000-8000 6000-7000 5000-6000 4000-5000 Average Diameter inch 91/8 91/4 95/8 93/8 Calculate the volume of cement slurry required using the caliper measurements and 15% of excess, and Without using the caliper measurement and 50% of excess. Calculate, for each case, the number of sacks of cement if the yield is 1.1 /sack.
Show step by step pls. Solution for 1 should be B = 117.9 kN, C = 93.52 kN , 4) 27.8o, 39.8o and 5) TAC = 41.6 lb, TBC = 47.9 lb
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determine the tensile development lengths required using: (a) ACI Metric Equation 25.4.2.3a, assuming Ktr = 0, and (b) ACI Metric Equation 25.4.2.3a and the computed value of Ktr . Use fy = 420 MPa and fc′ = 28 MPa.
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