Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- BM1 ELEV. 1,850.00 meters Compute the elevation of BM2 4.56 7.13 9.50 TP1 T 4.33 6.17 TP2 T 5.80 BM2arrow_forwardHW-2-: Compute the area of cross-section if the formation width is 12 m, side slopes are 1 to 1, average height along the centre line is 5 m, and the transverse slope of the ground is 10 to 1. Ans: A = 157.00 m2.arrow_forwardV 36-A horizontal curve 1T2. having a radius R 530 m, is to join two straights intersecting at point I with an angle A and a forward chaining = 2532.325 m. The distance between the tangency points 11 and T2, on the curve, is T1T2 174.568 m. Using the theodolite and tape at 15 m intervals of through chaining, find the deflection angle for the first sub-chord.arrow_forward
- R = S² 15(0.01e + f) Q1- Derivation of the law of super elevation.arrow_forwardFreeboard is the vertical distance from the water surface to the bottom of the channel а. False b. Truearrow_forward3. An open traverse that runs from A to H has the following deflection angles: B = 1°11'R; C = 3°03'R; D = 7°56'L; E = 6°10'L; F = 1°41'R; G = 9°15'L. If the bearing of AB is N20°30'E, compute the bearings of the remaining sides.arrow_forward
- From point A (elev. = 590.46 m), the angle of elevation of the top of a mountain is 25°. From point B, 298 m nearer the mountain and 35 m lower than point A, the angle of elevation of the same mountain is 35°. Find the elevation of the top of the mountain.arrow_forwardANSWER KEY: D= 51.8319m∆h= 13.5430mElev Sta. A= 70.8530marrow_forwardCalculate for the slope at the free end.arrow_forward
- 5. The center of gravity of a 1.40m diameter open cylinder 2.50m high is 71cm above the bottom. It floats in water at a depth 1.80m. Compute for the metacentric height. a. 0.052 b. 0.011 c. 0.670 d. 0.068 6. From the given in Problem #5, what is the righting moment if it is tilted 12° a. 1.368 b. 1.458 c. 1.136 d. 4.860arrow_forwardConcert to back bearingarrow_forward4. What is the degree of curve of shear AB?arrow_forward
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