The field level book readings from a fly level are as follows: Staff station BM-1 A B C BM-2 RL 100.000 X 104.150 4.220 106.650 3.990 108.000 BS 3.635 X FS 2.375 1.030 X X Remarks Find out the missing values marked (x) and perform the arithmetic check(s).

The field level book readings from a fly level are as follows: Staff station BM-1 A B C BM-2 RL 100.000 X 104.150 4.220 106.650 3.990 108.000 BS 3.635 X FS 2.375 1.030 X X Remarks Find out the missing values marked (x) and perform the arithmetic check(s).

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: Polar moment of inertia (Ip), in cm4, of a rectangular section having width, b = 2 cm and depth, d =…

A: Width, b = 2 cmDepth, d = 6 cmThe polar moment of inertia ( IP ) in cm4 is =?

Q: If, Q = 3kPa, and the roof is 3m in width, 6m in length and 0.04m thick, the density of the roof is…

Q: If block A is moving downward at 6 ft/s while block C is moving down at 18 ft/s, determine the speed…

Q: 60 kN A 30% 2000 mm 3000 mm 30 kN 50 KN 3000 mm 50 kNm

Q: 2) Determine the deflection at point D by using; (c) Double integration method A is a pinned and C…

A: Uniformly Distributed Load, W= 60 KN Concentrated load= 120 KN

Q: Solve for the deflection & Slope at the free - end of the beam below if EI is constant. Using…

Q: By using the method of virtual work, calculate the vertical displacement at point C as a function of…

A: A beam hinged at A and a roller supported at B has an overhanging portion BC of 4m.Flexural…

Q: Q: Water is flowing through a soil as shown in the figure. Pressure head at C (i.e. uc) is 8m.…

Q: 10-2 Draw the bending moment M and shear force Q diagrams for the beam with two fixed supports and…

A: We have to draw Shear force diagram and bending moment diagram.

Q: The weights of ingredients for producing 1 m³ of concrete as obtained from mix design calculations…

A: We must take into account the temperature changes that occur when the water interacts with the…

Q: me: 16' 5. What is the perimeter in feet of exposed wall for the entire house provided? NOTE 1: The…

A: To find:The perimeter in feet of exposed wall for the entire house.The perimeter of the wall:The…

Q: Determine the force in members EF. BE, BC, and BF of the truss and state if these members are in…

A: TO find the forces in the members EF, BE, BC and BF of the truss.

Q: In a constant head permeameter with cross section of 10 cm², when the flow was taking place under a…

A: Area (A)=10 cm2Hydraulic gradient (i)= 0.5Time (t)=60 s volume (V)=600 ccTo Determine the…

Q: A cantilever beam AB is loaded as shown in Figure 1. EI is constant for the beam. L = 2.7 m and P =…

A: Slope of the beam at B using the moment area method.Vertical deflection at B using the conjugate…

Q: equivalent resultant force Figure 1 of 1 Determine the magnitude of the equivalent resultant force.…

Q: A 200-m square piece of land is to be irrigated using sprinklers where the laterals are laid…

A: Given;…

Q: Why are vertical drains used with preload? a. Reduces total consolidation settlements b. Increases…

A: Why are vertical drains used with preload? We have to find out the correct answer from the given…

Q: The flowrate passing through the vertically placed bended pipe is 0.2 m³/s. P₁-P₁). Y a) Please find…

A: Given data;Discharge = 0.2 m3/s

Q: Q1 number of boarding and alighting passengers estimated for the route are given in Table 1.…

Q: QB1/ For a rectangular reinforced concrete simple supported beam with bw = 350 mm and d=700 mm..…

A: width bw = 350 mmeffective depth d = 700 mm10 mm stirrupsf'c = 28 Mpafy = 420 MpaBeam span L = 6 m

Q: The ratio of the theoretical critical buckling load for a column with fixed ends to that of another…

A: The theoretical critical buckling load for,Column with fixed ends, Column with pinned ends, Where E…

Q: The internal (d;) and external (do) diameters of a Shelby sampler are 48 mm and 52 mm, respectively.…

A: Given data,

Q: Q: Water is flowing through an inclined aquifer (a=15°) as shown in the following figure. The depth…

Q: Q: A consolidated-drained tri-axial test was conducted on a normally consolidated clay. The results…

A: Confining stress Deviator stress It is required to determine the major principal stress.

Q: A uniform beam of length L carries a concentrated load wo at x = =(x-4). y(x) = Elday dx4 subject to…

Q: A high rise building will be built in a reclaimed area in Metro Manila. Concrete piles will be used…

A: Concrete pile 400 mmC-1 = 1800 x 2000 MMC-2 = 1600 x 2000 MMTo determine :Minimum testing…

Q: Given a simple circular curve, in feet, with the following known information = 30°45'00" o Da =…

Q: B) A clay layer with double-way drainage whose total consolidation settlement under a given load is…

Q: A 10kg boy jumps on the ground from a 1.3m high table. The magnitude of impulse (in N-sec) that he…

A: Mass of the boy m=10 kg,Height of the table h=1.3 m,To Find-The magnitude of the impulse on hitting…

Q: Calculate the reduced level (m) of a point A, if the staff readings at the point A and benchmark are…

Q: Q2. (a) A hydraulic jump is designed to occur at downstream of a sluice gate in a rectangular…

A: Note : Since you have asked multiple questions, we will solve the first question for you. If you…

Q: 3) Determine the force in members BD and BC of the given truss and state if the members are in…

A: Given data in question Load 10 kNTrussTo find out Member force in BD & BC

Q: 40 cm I 30 cm 50 cm 3. Using the shape shown in the figure, for a design moment of 7500 N.m, what…

Q: Determine the horizontal displacement of joint C. The length, L, of trusses AC, BC is 1,300 mm.…

A: EAC = 135 GPa = 135 × 103 N/mm2 EBC = 150 GPa = 150 × 103 N/mm2 AAC = ABC = 360 mm2 Determine the…

Q: Problem 1 Classify each of the structures as statically determinate or indeterminate. If…

A: As per policy, this is a multiple subpart type question, so the first three are solved here for the…

Q: 1. Problem Solving: Solve the following situations as completely as possible, use any method that…

A: P= 250 KN W= -7x+81 KN/m Note According to the company guidelines i am able to answer only first…

Q: 2- Find the vertical deflection of the point C. Beam: A=5000 mm2, 1-60e6 mm4, E-70 GPa Bar: A= 500…

A: A beam is fixed at A and free at C, At C a point load of 2kN is applied and the beam is supported by…

Q: For the following notes, the base is 24 ft. C6.4 43.6 12 + 90 12 + 30 C3.1 30.4 C3.6 0 C4.9 0 C5.7…

A: Base, b = 24 ft12+90C6.4C3.6C5.743.6040.812+30C3.1C4.9C4.330.4035.2

Q: Li Problem 3. If the flow at pie 1 is 900 and f= 0.015. Determine the flow at each pipe and also the…

Q: In a wide rectangular channel (R~yO), if the normal depth is increased by 20%, the discharge would…

A: Given-Wide rectangular channel-Normal depth is increased by 20%,It is needed to find the % increase…

Q: Determine the leaching requirement when the electrical conductivity of drainage water from soil was…

Q: A uniform weight of 20kN/m³ is distributed on large area. Estimate the consolidation settlement of…

A: Cs = 0.1 Cc = 0.24 = 20 kN/m3

Q: In (Egure 1), P = 450 N. Determine the components of reaction at C. - Part A Determine the…

A: P = 450 NTo find:The horizontal and vertical component of reaction at C

Q: What is the approximate modulus of elasticity of steel in MPa for a concrete with a compressive…

A: Given:Compressive strength of concrete = 21MPaRequired :Approximate modulus of elasticity of steel

Q: in a ready mixed concrete plant, 28-day compressive strength results of 32-cylinder specimens…

A: specimenCompressive strengthDeviation () Squared DeviationAvg. of last 3…

Q: For the section shown: 500mm 450 *75mm Determine the location of the plastic neutral axis from the…

Q: Draw the shear and moment diagrams for the beam shown in figure.

Q: An HSS 16 × 16 × = with F, = 46 ksi is used for an 18-ft-long column with simple end supports. P…

A: HSS: 16 x 16 x 1/2 fy = 46 ksiL = 18 ftA = 28.3 in2r = 6.31 in

Q: e speed of a plane is 420 km/hr and its heading is 140°. A wind of 40km/hr is blowing on a bearing…

A: The bearing of the plane = 140oThe wind flows 40o measured from northThe velocity of the wind =…

Q: A: Density bottle test: Sample 1: Dal = 0.9982 x (83.49-62.12) (251.3162.12) - (264.41-8 = 2.58 g/ml…

A: SampleDensity, g/cc12.5822.6132.6242.5352.5662.57

Concept explainers

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

The field level book readings from a fly level are as
follows:
Staff station
BM-1
A
B
C
BM-2
RL
100.000
X
104.150
4.220
106.650 3.990
108.000
BS
3.635
X
FS
2.375
1.030
X
X
Remarks
Find out the missing values marked (x) and perform the
arithmetic check(s).

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: Given Table

Step 2: calculation

Step 3: calculation

Solution

Step by step

Solved in 4 steps with 4 images

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

(b) The data from a levelling survey are shown in Table Q2. Using the rise and fall method, calculate levelling measurement from TBM1 to TBM2 (i) Calculate all reduce level and perform arithmetic checks to support your answer. (ii) Plot the long section profile along the chainage .
0 a 2178 kN O b. 3726 kN 1| select one: WG o weiox92
Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
Find allowablee ) (m) So thut 65+ S140 MP•, 6ü ç lOmpa 50 KN 12 mm 12 kN Y mm 250 mm 下50 150
FIND CENTROID (C.G.) FIND Ix WI2X40 WIZX40 Ix= 307 im" A- 11.7 in 307 int WT 6X20 A-5.84m エx14.イm 1.09 im. WIZX40 とWTGX20 21 の

Complete the following set of profile level notes to answer questions [Select] [Select] [ Select] Station BS BM1 2.565 1+100 1+200 TP1 1+300 1+400 1+500 HI FS IFS TP2 1.946 ? 1.946 BM2 ? 33.562 3.741 1.768 2.543 The HI at TP1 is 1.154 0.752 3.051 Elevation (m) 32.756 ? 31.500 30.429 The elevation at station 1+100 is The backsight reading at TP1 is
Evaluate eln (x) dx 2 0.01 2 T 34 TI O O
Situation D. Using the figure, supply the data needed in the numbered cell. BS FS BS FS BS FS 8.78 3.06 1.02 5.67 6.46 3.11 вм, TP, TP, Elevation 110.42 BM2 Point BS HI FS Elevation BM, TP, TP2 BM2 (9) (10)
Q Determne whether the マン is in statie Corditon Body moving I Maz a3 m%=D30 or プフTt 1.2m Az/ Determine the Coordinates of the Centroid. 12 12 Hole 18"
On the drawing below, the virtual condition of the 4 holes is? O .450 .375 O.395 O .020 D O .430 Ø3.000 .020 0 10 45° 4X Ø.395-.430 Ø.500-.510 Ø.020MABMCM +0.010M ADM Ø2.000 .375-.395 4.000MABM C A 0.005MA B
The pin-jointed space truss shown in Fig. P.15.14 is pinned to supports 0, 4, 5 and 9 and is loaded by a force P in the x direction and a force 3P in the negative y direction at the point 7. Find the rotation of the member 27 about the z axis due to this loading. All members have the same cross-sectional area, A, and Young's modulus, E. (Hint. Calculate the deflections in the x direction of joints 2 and 7.) Ans. 382P19AE.
Q3: Calculate the true differenc between points (A&B), then correct the staff reading at point (B) were the level instrument near (A). Level Instrument Position Reading at (A) Mid. point Near A 1.465 1.540 Reading at (B) 1.350 1.409