compute the area using trapezoidal rule and provide table base on the sketch provided Laboratory Report 7 – Area Computation(Irregular spaced offsets)Objective: To compute thearea using Trapezoidal RuleDiscussion: (min of 5 sent)Instrument/equipment/ tools:Measuring tape, stakes11.6,9.08.58.35.9-Trace of theProcedure: min 104.5Irregutar BoundarySketch: copy the sketchTable: provide table based onthe sketch provided2.5 3.0 6.02.0 3.9 4.2 2.26.05.14.64.85.5Solution:Base LineАВСGeneralization:4.74.9Note: All dimensionsare in meters.8.310.211.2

We know that trapezoidal rule in surveying This rule is based on the assumption that the figures are…

Answered: 11.6 9.0 8.5 8.3 5.9 LTrace 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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UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF SURVEYING When an alidade and a plane table were set up over a point the elevation of the line of sight of the alidade was 406.29m. In order to determine the elevation of point M. the stepping method was used. The interval intercepted between the stadia hairs on a rod held on M was 1.95m. After the line of sight was depressed for five steps from the horizontal line of sight, the rod reading at the horizontal cross hair was 2.62m. Determine the elevation of point M.
E =29000Ksi I =750inch^4
vertical angle is 30°23’, and observed stadia intercept is 2.20m. The stadia interval factor at the measurement used 95.50m and C is 0.30m, if the height of the instrument is 1.62m, and the rod reading is taken 1.95m. Determine the HD, VD, ID, and DE. Given:K= 95.5mS= 2.2mC = 0.3mVertical Angle = 30°23’
Leveling Methods An instrument at point B is set up in the bottom of a depression withits scope measured 1.40m above ground. The purpose of the station is todetermine the elevations of both points A and C which are located on thepeaks of the valley. Two vertical angles of +11°30’ and +13°15’ are madewith the scopes of the instrument to points A and C respectively.Preliminary survey suggests that points AB is measured with a horizontaldistance of 583m and points BC is measured with a horizontal distance of1,125m. Considering the earth’s curvature and atmospheric refraction,determine the elevation of both A and C if the elevation of the stationis 75m above sea level.
1Q is 18 7T is 72
ADDITIONAL INFO: KxLx=17.6, KyLy=10, phiPn of W10x77=869kips, phiPn of W12x53=167kips SHOW STEPS
skip if you alkeady did this or else downvote
When measuring a distance AB, the first taping pin was placed 1.0 ft to the right of line AB and the second pin was set 0.5 ft left of line AB. The recorded distance was 236.89 ft. Calculate the corrected distance. (Assume three taped segments, the first two 100 ft each.)
Thefollowing perpendicular offsets were taken from a chain line to a barbed wire fenceChainage (m)0,20,40,60 ,80 ,95, 110, 140,170 Offsets(m) 6.7,5.8 ,10.3, 12.8,9.7, 8.8 ,6.9 8.26.5Performthe necessary calculations to findthe area between the chainline, the barbedfence, and end offsets by (i) trapezoidalrule, (ii) Simpson's rule. Comment onthe result.
Complete the following level notes. Show your detailed solution and checking. Double Rodded Leveling Station BS HI FS Elevation BM1 1.045 ---- 155.520 TP1 1.324 1.943 1.335 1.888 TP2 1.296 1.580 1.250 1.523 TP3 1.278 2.395 1.354 2.430 TP4 1.190 2.143 2.105 2.211 BM2 ---- 2.445
The distance measured over a smooth level ground between two measurements was recorded as 95.00 m. Measurements consisted at three full tape length and one partial tape length. If the first taping point was misaligned 0.4dm left, the second is 9.2dm right and the third is 5.0dm left, compute the correct distance between the points or point A to point B. Let the : length of tape is 30m and full tape length is 3m. Note: 1 decimeter = 0.1meter
a=2 b=5 3xb=15x mm 12xb=60x mm 10xa kN = 20x kN ((3xb)-0,00735)) = (15x- 0,00735) mm

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11.6 9.0 8.5 8.3 5.9 LTrace of the Irregular Boundary 4.5 2.5 3.0 6.0 2.0 3.9 4.2 2.2 __ 6.0 5.1 4.6 4.8 5.5 A a B) ! Base Line ABC 4.7 4.9 Note: All dimensions are in meters. 8.3 T0.2 11.2