It is desired to lay off certain horizontal distances for building layouts. The length of the tape used in the cases below isnot 100.00 ft. Determine the field dimensions (or actual tape readings) that should be used with the incorrect tapelengths so that the correct (true) dimensions are obtained.Desired Dimension Correct Tape Length180.00 ft x 725.00 ft 99.96 ftField dimensions of the readings (L):The equations for distance correction is:LCDs = L +*STDL(CTL-STD₁) or CDs = L (1 + (CTL-STDL)(DL)) or CDs = L *CTLSTDLST DLCDs=L+(L/STDL)* (CTL-STD₁) (OneNote Equation) or CDs= L*CT₁/STDL (OneNote Equation)WEEK 07 Page 4(a) Desired dimensions: (180.00 ft. x 725.00 ft.)

Answered: Image /qna-images/answer/13c0c38b-95c5-46db-9f64-31809ea7c18e.jpg

Answered: It is desired to lay off certain…

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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On a vertical photograph of flat terrain, the scaled distance between two points is ab. Find the average photographic scale along ab if the measured length along the same line is AB on a map plotted at a scale of Smap for the following data. ab=1.66in.; AB=4.56in.; Smap=1:9600 (Express your answer in feet to four significant figures.) ab=116.04mm; AB=2.23mm; Smap=1:24,000 (Express your answer to three significant figures.)
Subject: Surveying Latitude Departure Linear error of closure Relative error of closure Offset
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Surveying: Measurement of Horizontal Distances
COMPUTE THE OMMITED MESUREMENTS
Given the following information from a profiled line: STA 6+75 elevation = 142.01 STA 14+75 elevation = 206.16 Compute the slope distance (L) between these two stations round answer to 2nd decimal place example answer 1215.20 don't enter units L H
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Elementary beam theory predicts that the axial bending stress ox in a prismatic beam is given by: ox = (M.I,M,L)y+(M,I.-M.I.) (1,1₂-13/2) where My and M₂ are bending moments applied to a cross-section, and where ly, lz and lyz are second moments of area in the usual notation (Oxyz is a Cartesian coordinate system in which the x axis corresponds to the centroidal axis of the beam). (iii) A Z--section beam has the cross-section shown overleaf (see Figure QB2). The second moments of area of the section about the y and z axes are given as;; ly = 1.12x106mm² and I₂ = 2.87x106 mm4. Show that lyz = 1.35x106 mm² (use the parallel axis theorem). 100 60 10 y -10 10 60 Figure QB2 N (iv) Bending moments Mz = 2.0 kNm and My = 0 kNm act on a cross- -section of the beam of part (iii). Obtain an expression for the bending stress and sketch the orientation of the neutral axis with reference to the y and z axes. What is the maximum tensile value of the axial bending stress and where does it occur?
Which of the following indicates the correct value of precise closing error if e = 0.54 and lengths of sides are 92.69 m, 119.23 m, 92.64 m, 42.96 m, and 60.96 m? O a. 1/766.445 O b. 1/746.445 O c. 1/756.445 O d. 1/765.445
Subject: surveying Question: What is the usual value of the stadia interval factor (K) ? A) 200 B)50 C)150 D)100 Pls answer ASAP ty
As per plan, the distance between two telephone poles is 356.35 meters. If the location of one is known in the field and the second is to be laid with a 100 m tape known to be 0.02 meter too long, along an average ground slope of 1%. Determine the actual length to be laid along the ground surface. Given: Nominal Tape Length L1 Required Distance to be Laid out Di correction due incorrect tape length Ci Ground slope S Solution correction per tape length (correction 100-m length) incorrect tape length Ci slope correction (approximate method) CSL cumulative correction per tape length (all sources of tape corrections) C total correction (correction for Di) tot C Tape too long (+) or too short (-)? write the sign only Is the total correction to be added or to be subtracted? Correct Distance to be laid out DC
Surveillance at point A of the report and the altitude of 250.00 m according to the heritage readings given belowCalculate the scorecard with the elevation plane method.

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