Some questions require you to use the last three digits of your matric card number as input values.For instance :Matric Card No. : A20EA0061"061" would be your input values where "0" will be labelled as X, "6" as Y and "1" as Z respectively.When entering angles, use the following format :Example#1: 136° 40' 50" type as 136,40,50Example#2: 34° 05' 09" type as 34,05,09Q4. Observing angles in both faces will eliminate the effects due to thenon-perpendicularity of the trunnion axis, thus eliminating what type oferrors in the angle observations? (single word answer and use lower caseonly).Your answerFigure 1bearing BA is(350+x)° (40+Y)' (20+z)"bearing BC is(242+x)° (28+Y)' (24+z)"в

During the revolution of telescope when line of collimation is not perpendicular to the trunnion…

Q4. Observing angles in both faces will eliminate the effects due to the non-perpendicularity of the trunnion axis, thus eliminating what type of errors in the angle observations? (single word answer and use lower case only).

Q4. Observing angles in both faces will eliminate the effects due to the non-perpendicularity of the trunnion axis, thus eliminating what type of errors in the angle observations? (single word answer and use lower case only).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: An automatic level with an internal focusing telescope was set up somewhere at mid-length of a…

Q: Determine the shaded area and its moment of inertia with respect to a tentroidal axis parallel to…

Q: Q2: To estimate error ratio in a level instrument, the following reading were taken in meters. If…

A: Hi! Thank you for the question. As per honor code we are allowed to do only three sub-parts at a…

Q: PreLab Equilibrium questions: 1) In Figure1 in manual F1 = 185.0gm-wt, F2 = 205gm-wt, 01 = 35.0…

A: Note: As per Bartleby guideline only solution problem (1) has been done Force: A force is an impact…

Q: Problem: For the shaded area shown, determine the moment of inertia about a. centroidal Y-axis b.…

A: Moment Of Inertia: Moment of inertia is the quantity represented by the body which resist the…

Q: Determine the moment of inertia of the shaded area with respect to y-axis Where: b1=10mm b1 - - b2…

Q: * .R.L. is same as B.M False O True O we can measure the horizontal distance between the Level…

A: We have to determine the given statement in the question is either false or true as per the…

Q: Determine the moment of inertia of the shaded area with respect to y-axis Where: b1=10mm; b2=42mm;…

A: solution here there are four cross section Two webs of 10 x 140 mm2center flange 84 x 50 mm2lower…

Q: Ac and Ap. 20KN 30KN E = 200,000 MPa I = 9 x 107 mm4 to 3m 2m 2m Fig.P15.3

Q: Use Virtual Work method to solve for the slope at joint F, horizontal deflection at joint at F, and…

Q: Horizontal stadia sights. An automatic level with an internal focusing telescope was set up…

Q: For the beam loaded as shown, determine the slope at point C, and deflection at points A and D.…

A: E=200000MPa E=200kN/mm2 I=15*107 mm4

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

Q: Determine the smallest moment of inertia I required for the members of the frame shown, so that the…

Q: Determine the index error if a vertical angle alpha was measured below the horizontal as 23 deg 16…

A: ● As given in the question :- vertical angle below horizontal with direct position = 23 deg 16 min…

Q: Question: The following deflection angles were measured in running a traverse from A to G Station…

A: Question 1 (Given Data) Traverse is given as ABCDEFG Where bearing of A is given as 72°22' (WCB) It…

Q: Determine the error in the measured horizontal angle if the vertical angle of the first point is 46°…

Q: Given PI at 15 + 78.28, A 36°10'30"RT, and R = 1,150 ft, compute the deflections for %3D even 100-ft…

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

A: Given simply supported beam with point load and couple acting. It is asked to find the 1. Slope…

Q: A tacheometer with an external focusing telescope was set up to determine the difference in…

A: To determine: difference in elevation of TP1 and TP2 horizontal difference between TP1 and TP2…

Q: Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure:…

Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

A: Given data Angle at A for line AB (θAB) =N42°20'E Angle at B for line BC (θBC) = N30°00'E Find…

Q: Q4. Observing angles in both faces will eliminate the effects due to the non-perpendicularity of the…

A: The errors that can be eliminated

Q: Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30°…

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

Q: Problem no. 1: The difference in elevation between observed points A and B is 47 m and the…

Q: An automatic level with an internal focusing telescope was set up somewhere at mid-length of a…

A: Given data: Multiplying factor (K)= 98.5 Additive constant (C)=0 Rod at southern approach: upper…

Q: Which of the following is true regarding the Moment - Area Theorem? I. The tangential deviation of a…

A: Option 2 and 4 are correct . The tangential deviation of a point is the vertical distance from the…

Q: Fy=20.00 B Fx=10.08 3.0 m A D 4.0 m 3.0 m

Q: a. Locate the centroid of the shaded area. b. The moment of inertia of the shaded area about the…

A: Data given: Asked: Locate the centroid of the shaded area. The moment of inertia of the shaded…

Q: Determine the Deflection at D. Use the Any Geometric Method (once for DIM, once for AMM, once for…

Q: Find the farthest distance that a man aboard the ship (whose eye level is 5m above water line) can…

A: In surveying when we want to see or locate any object on the earth then due to eyes reflection and…

Q: 7. Use the virtual work method to determine the vertical deflection at point C and the rotation at…

Q: FIGURE, THE WIDTH OF A RIVER BEING OBSERVED IS 63m. ASSUMING THE TRANSIT BEING USED HAS AN EXTERNAL…

A: Given Staff intercept at R = s = 0.8. K = 95 , c= 0 Width of river = 63 m

Q: Determine the moment of inertia of the shaded area with respect to y-axis Where: b1=10mm; b2=42mm;…

A: Determine the moment of inertia of the shaded area with respect to y-axis

Q: For the shaded area shown, use R= 45 mm andr = 20 mm. Determine a. The centroidal moment of inertia.…

A: First find out the moi about CG by dividing the shaded region in to suitable part for convenience…

Q: DEFLECTIONS IN BEAMS USING MOMENT AREA METHOD: Given the beam, determine the following: For simply…

Q: Knowing that the distance h has been selected to maximize the distance y from line BB' to the…

Q: Sketch the qualitative deflected shape for both frames

Q: A = 2000sq.mm, E = 200000MPa, Determine

Q: Determine the moment of inertia of the shaded area with respect to y-axis Where: b1=10mm; b2=43mm;…

A: solution here there are two flanges and two webs middle fange area A = 86 x 42 mm2lower flange area…

Q: An automatic level with an internal focusing telescope was set up somewhere at mid-length of a…

A: Given data:- An automatic level with an internal focusing telescope was set up somewhere at…

Q: b1 - - b2 + b2 -E b1 h2 h2 h2 h2 b1 b1

A: For Rectangle : Moment of Inertia about centroidal axis IGG = bd3/12..

Q: 25K 15ft 15ft 3000in 6000in

Q: A. The missing angle at station E B. The deflection angle at station B and C C. The angle to the…

Q: iven the tabulated data below the interior angles of a polygon, determine the followi POINTS…

A: From the above information we can calculate the missing angle at the station E by using the…

Q: Refer to the open traverse image below (G-H-I-J). Angle measurements are provided as shown in he…

A: To find deflection angle

Q: nd the slope and deflection at point C using the method of virtual work. wo Y В A MB L/2 L IR,

Q: Determine the moment of inertia of the shaded area with respect to y-axis Where: b1=10mm; b2=43mm;…

A: Moment of Inertia for Rectangle and sqaure = bd3/12 For Rectangle and sqaure , centroid is present…

Question

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Determine the coordinates of the centroid of the shaded area. +0. Answers: x = 1 y= i 35 20 40 mm 50 125 Dimensions in millimeters mm 40 x
As an engineer in a construction company, you must design a steel compression member with an effective length of 5 m loaded eccentrically at e = 200 mm, as shown in Figure 2. Due to financial constraints, you need to choose one of the wide-flange shapes according to the properties of rolled-steel shapes as listed in Appendix 1. Use E = 200 GPa and oy = 250 MPa. 200 mm Figure 2 In your design proposal, clearly state the following: i) Evaluate the wide flange steel column that you are selected according to the American Institute of Steel Corporation (AISC) column design standard. Determine the largest load that it can safely support using the allowable stress method.
X= 90 y= 95
Note: Replace all zero digits of your ID number by number "2" Problem #1: F= 20+A (lb) 15° Use X = Last 3 digits of ID number 25 + B (degrees) Y = Last 2 digits of ID number A = 4th digit of ID number %3D B = 5th digit of ID number %3| C = 6th digit of ID number e.g., ID # = 12-3456-789 X = 789 1. Determine the magnitude of the component of F along the u axis. (Ib) Y = 89 A = 4 2. Determine the magnitude of the component of F along the v axis. (Ib) B = 5 C = 6
Locate the centroid of the plate area: (All units are in mm) y 500 50 60 400 500 50 80- 340 80- Question 2
X=192, Y=93
What type of meridian does the figure represent? W- S Meridian O True Meridian Assumed Meridian Magnetic Meridian Grid Meridian -E
origin: center of quarter circle R2 calculate: total area (mm2) centroid along x axis (xbar) centroid along y axis (ybar)
Calculate the centroidal coordinates of the plane regions shown. Dimensions in mm. y 80 30 90 30 60 -20- X
Determine the coordinates of the centroid of the shaded area. y |15 E 25 30 15 40 50 I 30 90 Dimensions in millimeters Answers: I = i mm y = i mm
Show me this drawing Step by step how to draw it. thank you 25 105 ø16 30 60° 40 60 70 it's from autocad 20 15
Determine the distance y̅ measured from the x axis to the centroid ofthe area of the triangle shown .