Question 44 The given data shows a sieve analysis of a soii sanple. Classity the sodi using AASHTO ethod. Tables are provided below. Sieve No Dameter mmPercent Passing 4760 2300 No. 4 No. 99 91 No. 10 No. 20 No. 40 No 60 No. 100 2.000 90 0840 0420 0250 79 67 0150 No 200 0075 60 Characteristics of No 40 Fracton LL PL 39 32

Question 44 The given data shows a sieve analysis of a soii sanple. Classity the sodi using AASHTO ethod. Tables are provided below. Sieve No Dameter mmPercent Passing 4760 2300 No. 4 No. 99 91 No. 10 No. 20 No. 40 No 60 No. 100 2.000 90 0840 0420 0250 79 67 0150 No 200 0075 60 Characteristics of No 40 Fracton LL PL 39 32

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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Follow instructions, box your answers and put a proper units. ANSWER: (a) 1, -4.9 (b) 13/9 (c) 5/9, -4/9 (d) 20/9, -16/9 1.) (a) 9, -4 (b) 13 (c) 5, -4 (d) 20 kN.m, -16 kN.m 2.) (a) 27, -3.56 (b) 56.33 (c) 8.33, -10.67 (d) 60 kN.m, -21.33 kN.m
Solve it plz early ok
SHOW COMPLETE SOLUTION PLSVALUES:B= 5Y= 25
During the dumpy level test, the observations are as follows:Staff reading stationAInstrument placedB2.2353.545AB1.6052.564Distance between A and B is 250 m and R.L of A is 435.062 m, Find the R.L of B.
SHOW COMPLETE SOLUTION PLS VALUES: Y = 53 C = 5
C is roughness coefficient. Hazen Williams Formula: H?=10.67??^1.85/?^1.85?^4.87
ȳ in mm = ? I'll rate!!
Given:At sta 14 + 200X/-1.84 0/-1.22 X/-0.42At sta 14 + 300X/1.098 0/+3.05 X/+0.5Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:11. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method.
HELP ASAP!!! a = 5.4 m , b= 3.8 m, c= 1.9 m
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Civil, Rquired an right answer In a furrow irrigation system, the length of the furrow is 200 metres, the advance time is 240 minutes, and the advance equation is x = p * t_r r, where "p" and "r" are 8 and 0.7, respectively. The separations of the chosen stations from the furrow's starting are 40, 80, 120, 160, and 200 metres. (Using t as the minute and Z as the millimetre) Z = 5t 0.56 is the integrated infiltration equation. Establish the possibility for infiltration and the depth of water in the soil at each station. Determine deep percolation and runoff if the width of the furrow is 0.8 metres, the input discharge into the furrow is 1.5 litres per second, and the root depth is 90 millimetres.
Determine the value of h? a. 2.36m b. 2.74m c. 2.47m d. 2.63m