30 20 30 10 20 200 160 170 170 190 170 180 180 he least count or fineness of reading for this particular vernier and scale is a) 01 min b) 10 sec c) 10 min d) 30 sec e) 30 min 10. In Question 9, cidence, the, readings tespectively, are if the dashed lines indicate the coin- on the outer and inner circles, a) 168 00' and 177 30' b) 174 00' and 185 14' c) 185 00 ' and 174 46' d) 175 00' and 182 30 e) 174 46 and 185 14'

30 20 30 10 20 200 160 170 170 190 170 180 180 he least count or fineness of reading for this particular vernier and scale is a) 01 min b) 10 sec c) 10 min d) 30 sec e) 30 min 10. In Question 9, cidence, the, readings tespectively, are if the dashed lines indicate the coin- on the outer and inner circles, a) 168 00' and 177 30' b) 174 00' and 185 14' c) 185 00 ' and 174 46' d) 175 00' and 182 30 e) 174 46 and 185 14'

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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How did you get FB=6072N? Because I am getting 5643.4N
P or F value = 36
isn't it supposed to be 0.13 in c? I have used the solution of: 15C1 x (0.01)^1 x (0.99)^1-1 = 0.13
LL=75 and PL=40. 100% passing on Sieve 200.
10. TAPE MEASUREMENTSa. A line was recorded as 1750.00 meters long. It is measured with a 0.65 kg standard tape30.00m long at 20°C under a 50N pull supported at both ends. During the measurementthe temperature was 5°C and the tape was suspended under a 75N pull. It was also foundthat the tape is 3.0mm too short. The line was inclined on a 3% grade. What is the trueinclined distance? E = 200GPa, A = 2.50mm² and the coefficient of linear expansion is0.0000116 m/°C.b. A line was recorded as 2350.00 meters long. It is measured with a 0.65 kg standardtape 30.00m long at 20°C under a 50N pull supported at both ends. During themeasurement the temperature was 5°C and the tape was suspended under a 75N pull.It was also found that the tape is 3.0mm too short. The line was inclined on a 3% grade.What is the true inclined distance? E = 200GPa, A = 2.50 mm² and the coefficient of linearexpansion is 0.0000116 m/°C.
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS LEGIBLY. NO LNG EXPLANATION. ANSWER IN 2 DECIMAL PLACES.) 9.82 Compute the ¯Ix and ¯Iy for the annular region.(Ans: Ix = 4.084 × 106 mm4, ¯Iy = 0.816 × 106 mm4)
A= 1 B= 5 C= 8 Y= 83
can you help me with this show complete solution and fbd Given: F = 908 N θ = 24° μs = 0.33
Mu= 0.7 Y=23.50 kN/m³ B1= 1.15m B2=3.0m h1=11.05m h2=9.50m Please show the soluion readable thank you
P = 80
Ʈallow (MPa)=95 Ø(rad)=0.015 a (mm)=80 d (mm)=40
Answer in 2 decimal places. Unit - millimeters. Don't round off anywhere except the final answers.