Answered: determine the resultant of the…

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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Problem 2 In the two-peg test of a dummy level, the following observatians are taken. INSTRUMENT SET UP at M INSTRUMENT SET UP at P On point A 3.415 4.127 On point B 1861 1.365 Point Mis equidistance from bath A and B, while P is 2.50m away from B along the extension of line AB and 90 meters from B. Requirements: a. Determine the true difference in elevation between point A and B. Answer: b. With the level stil set up at P, determine the rod reading an A and B to which the line af sight shauld be adjusted. Answer:
Four measurements of distance were recorded as 352.45, 352.04, 351.89, and 353.12 meters and given weighs of 2, 5, 1, and 8. respectively. Determine the weighted mean. A. 352. 863 C. 352.622 B. 352.521 D. 353.042 Ps. With solution please
Answer (Two) of the following: 1) Determine the area of the shape below. -130.0- 100.0 -160.0- 2) Determine the total area: 200 m 85° 25 75° C 40°
1. In figure 1, a 20kn cylinder is supported by a rod AB inclined at 20° with respect to the horizontal and rests against the uniform bar CD which weighs 10kn. Assume the pins A, B, C, D, and the rollers to be smooth and frictionless. Draw the FBD of the cylinder B, and find the compressive axial force acting on the rod AB. 2. In problem 1, find the normal force acting between the cylinder and the rod CD (specify if compression or tension) 3. In problem 1, draw the FBD of bar CD and determine the magnitude and direction of the force reaction at support C. 4. In problem 1, determine the magnitude and direction of the horizontal component of the force reaction at support D. 5. In problem 1, determine the magnitude and direction of the vertical component of the force reaction at support D. 6. In problem 1, determine the magnitude and direction of the resultant force reaction at support D. Figure 1:
Situation 01. In a survey within the catchment area of a lake, Thiessen polygons were established by setting up a transit at Point Z, which is the inner portion of a four-sided lake MNOP. The readings are as follow: BEARING N 40°30' W N 38° E S 70° E | S 60° 15' W | 695.10km RAINFALL, ft DISTANCE 420.35km LINE ZM 0.211 ZN 530.15km 0.26 zo 480.75km 0.239 ZP If the rainfall from the area of bounded by ZMP is the Arithmetic Mean of the other rainfalls, compute the average precipitation (in cm) by Thiessen Polygon Method. Situation 02. Given the following data gathered on December 4-23, 2011, compute for the required inflow (in cu.ft/hr) in order to have an increase in storage of 14cm. Outflow 8.23 cms Seepage Loss 68 mm Precipitation Evaporation 12 cm 2.45 in Area 21.21 sq.mi. Situation 03. Given the following rainfall data, draw the hyetograph, and determine at what time is the highest intensity of the rainfall. Time Rainfall, mm 7:40 2 7:40-7:48 43 7:48-7:56 67 7:56-8:04 87 8:04-8:12 44…
Planar Coordinates If the X and Y coordinates of A and the grid azimuth aAR are known and the horizontal distance DAB is determined , we can calculate the departure and latitude of AB , the X and Y coordinates of B as in following DAg x cosa N AB Ay AB x sina 48 AB Xg = x, + Ar Ys = yA + Ay AB AB
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The table below contains the information about the cross - section. If the formation width is 10 m, find the area of the cross - * .section Cross – section L CL R С 3.05 | С 3.65| С 2.45 С 2.95 C 2.65 C 3.45 11.10 7.30 3.5 8.6 11.8 47.46 m2 O 50.65 m2 O 45.82 m2 48.91 m2 O
A vertical pole stands on a horizontal ground.. A geodetic engineer positioned due east of the pole measures the elevation of the top of the pole as 53.33 grads. He moves dué south 30 m. and measures the elevation of the top of the pole as 782.22 mils. Determine the height of the pole in meters. a) . 48.6 b) 39.4 c) 44.8 d). 58.6
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determine the resultant of the following 1. 24m, 25° E of S 2. 30m, NW 3. 45m, 50° N of E 4. 20M, W of S