Q. Finol the area of the field as shoos In figure A wtholistarces measured In feet between Vanious Points atkckedtigure ADISTANCES1-2 = 75.3242-3 = 5구.구93-4= 55.3834 - 1= 60-411-3- 83-4나

Answered: Image /qna-images/answer/f146663c-de5f-4240-a7eb-f23646705d33.jpg

tinod the area of the fielel as shows In figure A with olistarces measured In feet between Vaxiaus Ponts atteched Figure A DISTANCES 1-2 = 75.32 %3D 4 2-3 = 57.79 3-4 = 55.38 %3D 3 4 -1 = 60.41 1-3 = 83- 44

tinod the area of the fielel as shows In figure A with olistarces measured In feet between Vaxiaus Ponts atteched Figure A DISTANCES 1-2 = 75.32 %3D 4 2-3 = 57.79 3-4 = 55.38 %3D 3 4 -1 = 60.41 1-3 = 83- 44

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

solve simultaneously using 2 equations to find Tc, Nab, Fab. Whole decimal pls
- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >
Explain clearly why the answer in letter B is N=700. How do you read the graph to get 700?
"l zain IQ 10/10 find the strain( €) in x-axis only. if Poisson ratio3D0.25, E= 200 .GPa 14 kN 10 kN 12 kN 15 mm 10 mm 0.000125 0.00025 0.00034 0.0001 no one لم يتم إنشاء هذا المحتوى ولا اعتماده من قبل Go ogle. - شروط الخدمة - سياسة الخصوصية Google ilai 20 mm
Linser Firss-Order Equations -0, the given equation in separable and, e +IQ20 ercise 31, sohve cach of the folowing equtions 2x 4 2y+1 447-2 aquation y a are all sin
Which among the following determines the direction of closing error? Oa. Tan δ = Σι/ΣΟ b. Tan d = = [L²/[D² c. Tan 8 = [D/[L d. Tan 8 = [D²/>L²
how to solve this question step by step
Question: Why there Instead me and explain A R is value moment @ B what 20 2m 2.4P 10.2 kN/m * of 2m 1 in the circle green figure. must // x6 equal to 3. Please correct хи chould the correct 2m 1.2P answers. ΣMB=0 R(4) – 2.4P(2)+1.2P(2)-10.2(61-0 R=0.6P+15.3
GivenpointsA(x= 2,y= 3,z= -1) andB(rho=4, phi= -50degrees , z= 2),find the distance from:(a)A to origin;(b)B to the origin;(c)A to B.
The resultant of the two forces acting on point A is 1450N. Find the unknown force F.
694 1394 400 500 500 Determine the location oF CERtwid (xbar and ybar) of the lompusite body Flam the Y-axis cnd y- avis as shown. Al units are in mt. the dia vme ter of the bigger cinle is G00mm. 1/1
62] | | ) + ... ... - : 1₁ bäöelä-2_5271628900466692923.pdf S.e=G₁.00€ 1'e=G₁0.25 (2) Solve (1) and (2) G₁ = 2.67 and e = 0.67 At dry state Pary M₂ 160 K ку = = 1.88 gm/cm³ 85 G₂ 2.67 1+ew = 1+e+1s₁ = 0.42 Pary = 1.88= S.es.L = G₁.0 SL 10.42 = 2.67* MS.L 0 SL = 0.1573= 15.73% Homework (2) Q5: Results from liquid and plastic limit tests conducted on soil are given below. No. of blows, N Moisture content (%) 14 16 20 28 C 38.4 36.5 33.1 27.0 If the plastic limit is PL = 13.4% a. Draw the flow curve and obtain the liquid limit. b. What is the plasticity index of the soil? c. Determine the liquidity index of the soil if Win situ = 32% Q6: A saturated soil used to determine the shrinkage limit has initial volume Vi= 20.2 cm3, final volume Vf = 14.3 cm3, the mass of wet soil M1 = 34 g, and mass of dry soil M2 = 24 g. Determine the shrinkage limit and the shrinkage ratio. Q7: For a given sandy soil, the maximum and minimum void ratios are 0.72 and 0.46, respectively. If Gs = 2.68 and the…