• Numerical problems 3:QI//calculate the horizontal length of the line measured as follows:Difference inlevel betweenInclinedВaylength(m)end of bay (m)29.6341.782,29.4430.980.5429.556Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC.AhA-10mAh AC = !095m75mAR.L=2580mQ3//calculate H.D for fig.B.20120m6%(s 200m)150mA20D

The given data is: Bay Inclined Length (m) Difference in level between end of bay (m) 1 29.634…

► Numerical problems 3: QI//calculate the horizontal length of the line measured as follows: Difference in level between Inclined Bay length(m) end of bay (m) 1.78 1. 2. 29.634 29.443 0.98 29.556 0.54 Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC. AhA 10m sh Ac =10 95m 75m CL 80m R.L=25 Q3//calculate H.D for fig. 6% 150m (s -200m) 120m C 20 D

► Numerical problems 3: QI//calculate the horizontal length of the line measured as follows: Difference in level between Inclined Bay length(m) end of bay (m) 1.78 1. 2. 29.634 29.443 0.98 29.556 0.54 Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC. AhA 10m sh Ac =10 95m 75m CL 80m R.L=25 Q3//calculate H.D for fig. 6% 150m (s -200m) 120m C 20 D

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

42. A 30-m steel tape is used to measure the distance of a line. The measured distance is 457.65 m. After the tape was calibrated, it was found that it is 16 mm too short. What is the correct length of the line? +8 8 A. 457.406 m C. 457.921 m D. 457.125 m B. 457.894 m
Current Attempt in Progress Determine the angles made by the vector V = -57i+ 30j with the positive x- and y-axes. Write the unit vector n in the direction of V. Answers: 0 i+ Attempts: 0 of 1 used Submit Answer i ey= i n = i Save for Later
disk. Calculate the vector components normal to the sloped surface. y B (0, 6, 0) ft F I2 ft 8 ft 10 ft
Determine the corrected length of the line in meters.
Determine the x-coordinate of the centroid of the shaded area by integration. y I 1 18 28 25 Answer: x=8 -X
13. Determine the numerical value of the factor (A/F, 5%, 10). A 0.0795 B 12.5779 0.1295 D 7.7217
• Numerical problems 3: Ql//calculate the horizontal length of the line measured as follows: Difference in level between end of bay (m) Inclined Вay length(m) 1. 29.634 1.78 2 29.443 0.98. 29.556 0.54 Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC. AHAB-10m Ah Ac = 10 95m 75m CL 80m R.L=25 Q3//calculate H.D for fig. 20 120m 6% (s = 200m) 150m A 20 D
Determine the moment of inertia with respect to the: а. X'-ахis 250 mm 50 mm y X' 380 mm 25° X 50 mm 50 mm Hint: Use Mohr's circle. O 910,425,000.00 mm^4 133,125,000.00 mm^4 O 777,300,000.00 mm^4 O 662,246,354.23 mm^4
Determine the y-coordinate of the centroid of the shaded area. y h 0.28h $57 V 57° Answer: ỹ = i
O O 7: أنت الآن 03/ Use the length formula in lecture to find the circumferences of the circle r = a Ans./ 2na
The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD AB Course DA Bearing N8°17'02"E N87°02′05"E S14°47′06" W|N68°43'20" W Length (ft) 403.73 653.16 550.84 622.63 Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. DеPAB- DеPBC DepCD. DePDA= Lat AB. Lat Bc. LatcD. LatDA = ΠΙΑΣΦ Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. IVD ΑΣΦΠ Compute the linear misclosure. Express your answer in feets to three significant figures. ΠΙΑΣΦΩΠvec ^ C vec ? vec · C ft I ? ? ft ft
Please disregard the first 3 questions. Answer rest part. area= 44 in² , N.A= 4.25" , Moment of inertia = 693. 916 in⁴