Do fast plzz Q.10sMaLIiamcal analysis on four different samples designated as A, B, Cand D were carried out in a soillaboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D.The soil is non-plastic.Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18novatns%3DClassify the soils per the Unified Soil Classification System.SamplesABDASTM SievePercentage finer thanDesignation63.0 mm1009320.0 mm64766.339100652.0 mm249859600 u129054212 u594710063 u20 u23495236946431100806040B.20SandCoarse to mediumClaySiltGravelCobbles76.2 mm)Fine0,0010.010,075 0.110100Particle size (mm)Percentage finer

Answered: Image /qna-images/answer/0bc3c0cc-9e8a-49fa-9466-cf0f78cb8f61.jpg

Q.10 melindiical analysis on four different samples designated as A, B, Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18 vatiuns Classify the soils per the Unified Soil Classification System. Samples A B D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 9 47 100 63 u 2 34 95 20 u 23 69 46 2u 4. 31 100 80 60 20 Clay Silt Sand Gravel Cobbles 76.2 mm) Fine Coarse to medium 0,001 0.01 0,075 0.1 10 100 Particle size (mm) Percentage finer

Q.10 melindiical analysis on four different samples designated as A, B, Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18 vatiuns Classify the soils per the Unified Soil Classification System. Samples A B D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 9 47 100 63 u 2 34 95 20 u 23 69 46 2u 4. 31 100 80 60 20 Clay Silt Sand Gravel Cobbles 76.2 mm) Fine Coarse to medium 0,001 0.01 0,075 0.1 10 100 Particle size (mm) Percentage finer

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

зх 2 3x7x-2 8 X - X dx
3) en= 24!-0" SIMPLY 8'-0" TYP %3D SUPPORTED ら000 psi fィ= 6o Ksi WoL= 29,5" 1.25 kLF 3-#9 :CHECK Er >0.005 FIND AレLOWABし Wn USE 1.2ウ+ioL
Need clear answer about this
+3.00% The BVC and EVC stations are: BVC = 43+70, EVC = 46+70 46 + 70 853.48 -2.40% L = 600' BVC = 4370, EVC 4970 This is the right answver BVC =43+70, EVC = 49+70
Halp me to out
Exercises: Plate No. 11 > Derive the values of 6Aä 6Ab 64 and for the following cases of loading conditions. L B z | B
Compute the moment of inertia for the built up section shown below about the strong axis only.
Q2. Find Iep -30 50 В 20 A 40 R=20 +-20 - y 20 40 Ix
Find VC, NC, MC
Draw sfd and bmd
(Route Surveying) Determine the item required on the fifth column. The length of Tshort is from PT to PI and Tlong is from PC to PI
What is the maximum applied load this structure can support before it fails due to yielding (i.e. if 18 kN force was increased, how high could it go)? What is the maximum applied load if the material was changed to Ti-6Al-4V (Grade 5) titanium?