Q2/B- A rough sketch of the situation is shown in Fig. PABCQP is a closed traverse. Lengths of lines CQ and QP are to be determined. Compute the latitudes and departures as shown in the table. Assume that the length of CQ = L1 and that of QP =L2.

Q2/B- A rough sketch of the situation is shown in Fig. PABCQP is a closed traverse. Lengths of lines CQ and QP are to be determined. Compute the latitudes and departures as shown in the table. Assume that the length of CQ = L1 and that of QP =L2.

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: A reinforced circular concrete column with the given diameter is designed to carry an axial…

Q: The tension member shown below is a PL 12 X 8 of A36 steel. The member is connected to a gusset…

A: Calculate gross area and net area: Given Ag = 8×1/2 = 4 in² An = 1/8 + 1 1/8 = 1.25 in² Ae= An…

Q: The rigid beam is supported by the two bars shown in a horizontal position before the load P is…

Q: Torsion of Shaft If a close coiled helical spring absorbs 30 N-mm of energy while extending by 5 mm,…

A: Given data- A close coiled helical spring- Energy stored in spring, E = 30 N-mm Extension, x = 5 mm…

Q: The relationship between on a highway is governed by U₁ = 100-08K C i Speed of the Shockwaves Speed…

Q: In a rectangular channel, the depth of flow is 1.6 m and the specific energy at that section is 2.7…

A: Given - Depth of flow, y = 1.6 m Specific energy, E = 2.7 m To find - The type of flow.

Q: Civil Engineering Quick question? How is live load determine for a bridge? -What factors are…

A: Determining the live load for a bridge is a critical aspect of the design process, as it ensures…

Q: 4 - Determine the vertical displacement at midspan (point C) of the beam. The beam has a flexural…

Q: Factors that affect scheduling are limitations and availability of: Contracts, Crews and concerns O…

A: Equipment refers to the machinery. Materials are the building components, such as cement, steel, and…

Q: Design the beam using following information

A: Given Beam, Given Cross Section, Given details: Compressive Strength (f'c) = 3400 psi Yield…

Q: A single pumping well, with a flow rate of 250 gpm, fully penetrates a confined aquifer. The aquifer…

A: Given :- Flow rate = 250 gpm, D=110 ft, K= 20 ft/d. storage coefficient = 0.00050.

Q: #1. Calculate the structural period (structure is dual system)? Does it need Concentrated force on…

A: Following are the given information. Basement height = 6 m Superstructure height = 27 m

Q: 8kN 2m 3kN 4m | C LC A 0.15m Ti H 0.05m Section C-C 0.05m 0.20m

A: The given beam is subjected to points loads as shown in figure. The maximum bending stresses can be…

Q: Problem 2 a. Location of Trianglemax from A b. Trianglemax

A: Problem 2. The problem is solved with the double integration method. Since each method mentioned is…

Q: Mechanics

Q: 7.15. Determine the mass-transfer coefficient for benzene using the follow- ing data. State any…

Q: Determine the moment at support B and C for the beam shown below Assume that support B settles 2 cm.…

Q: If fo = 0.7 in./hr, fc = 0.2 in./hr, and K = 0.5 hr-1, determine the distribution of losses and the…

Q: Critical Flow A flow of 28 m³/sec occurs in an earth-lined trapezoidal channel having base width…

A: Given data- Flow Q=28 m3/s, Base width B=3 m, Side slope = 1V : 2 H, n=0.22 To Find- The value of…

Q: Consider a reinforced concrete beam that is 250 mm wide and 750 inches deep. The strength of the…

A: Given:- The width of the beam = 250 mm The depth of the beam = 750 mm The strength of the concrete…

Q: 2. Determine the maximum tensile and compressive bending stresses in the beam shown. -1"x6" -1"x4"…

A: To find the maximum tensile and compressive bending stresses in the given beam.

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

A: Given data in question Area 3.7 in2 Dimensions 4.75 ft and 5.70 ft Stress 60 ksi To find out…

Q: A pin-connected truss is loaded and supported as shown. Each aluminum member has a cross-sectional…

Q: What is population equivalent of a city, if the average sewage from the city is 106 1/day and the…

A: Given: Average sewage from the city = 106 l/day, Average 5-day BOD=300 mg/L, BOD of domestic sewage…

Q: A 5m triangulation tower on top of B is 640m above sea level. What would be the height of equal…

Q: 105 GPa, ab 20.9 × 10 °C) and a steel rod (E, 200 GPa, as 11.7 x 10°C) have the dimensions shown at…

Q: It is observed that the density of an ideal gas increases by 10 percent when compressed isothermally…

Q: The moist unit weight of a soil is 19.2 kN/m³. Given that G₁ = 2.69 and w = 9.8%, determine the…

Q: Required information The boom of a fire truck raises a fireman (and his equipment-total weight 290…

Q: a. Write a b. The mat shown in Figure 3 has dimensions of 20 m x 35 m. The total dead and live load…

A: Given: Length =35 m Width= 20 m Depth = 1.5 m Cu = 120 kN/m3 Unit weight : 19 kN/m3 To determine:…

Q: The bell-crank mechanism is in equilibrium for an applied load of P = 48 kN. Assume that a = 290 mm,…

Q: 2. Determine the maximum tensile and compressive bending stresses in the beam shown. -1"x6" -1"x4"…

A: Maximum tensile and compressive bending stress

Q: The simply supported beam shown carries a uniformly distributed load of w = 14 kN/m on overhang BC.…

A: Given data: w=14 kNmEpine=12 GPaEsteel=200 GPaBwood=190 mmDwood=315 mmbplate=270 mmtplate=15 mm

Q: If the azimuth of AB is 45°48’56”.. Compute the azimuths of AE, ED, DC, CB, BA

Q: Check the beam shown in Figure P5.15-4 for compliance with the AISC Specifica- tion. Lateral support…

A: Answer Let us first calculate the Maximum Moment and Maximum Shear for the given beam loading (a)…

Q: A soil stratum is 10 m thick with pervious stratum on top and bottom. The time required for 50%…

Q: 22. The maximum deformation proportional O True False stress in the formula of axial is the stress…

A: 22. The given statement is False. Explanation: The maximum stress in the formula of axial…

Q: SAMPLE PROBLEM Design the intersection given the following vehicular volumes per leg in pcu. Assume…

A: Given Data: Vehicle volumes are given in terms of PCU (Passenger Car Unit) Saturation flow rate is…

Q: A compacted soil with a wet density of 18.50 kN/m3 has 97% of its pore spaces filled with water at a…

Q: FINAL ANSWER IS INCORRECT. PLEASE RESOLVE. UPVOTE WILL BE GIVEN.

Q: 5) Calculate the horizontal displacement of B and the vertical displacement of D. 5m B 21 -4 m- I 1…

Q: 5 A 5-meter simply supported beam is carrying a 5 KN / m - distributed load on its entire span. If…

A: Given Data Beam is C250×45 Determine the actual flexural stress of the beam.

Q: Problem #1: A tank is constructed of a series of cylinders having diameters of 0.30, 0.25, and 0.15m…

A: Given, Specific Gravity (SG) of oil = 0.89 SG of glycerin = 1.26

Q: MA * wu = 43.2 kn/m 16 (m) solve for all moments and reactions. show shear and moment diagram. B R₂…

Q: Incorrect Solutions. Please resolve this. Upvote will be given!

Q: When the moisture content of a soil is 26%, the degree weight is 16.98 kN/m³. Determine the: a.…

Q: A rectangular sluice gate AB, 2m wide and 3m long is hinged at A as shown in the figure. It is kept…

Q: Problem Statement Based on Problem 7-93 from the textbook. Draw the shear and moment diagrams for…

Q: Rigid bar ABC shown in the figure is supported by a pin at bracket A and by tie rod (1). Tie rod (1)…

A: Given Data Diameter of rod-(1) (d1) = 6mm Diameter of all pin (d) = 9mm Pin at bracket A is a…

Q: reservoir 2 through a 30-cm, 1000m long commercial steel pipeline. The water surface elevation…

A: The given data is: Diameter of the steel pipeline: 30 cm Length of the steel pipeline: 1000 m Water…

Question

Q2/B- A rough sketch of the
situation is shown in Fig. PABCQP
is a closed traverse. Lengths of
lines CQ and QP are to be
determined. Compute the latitudes
and departures as shown in the
table. Assume that the length of
CQ = L1 and that of QP =L2.
Line
12888
PA
AB
BC
CQ
QP
Length
150
500
300
L₁
L₂
Bearing
N10° 15'E
N32° 45'E
N65° 30'E
$50° 30'E
S68° 45'W
Latitude
147.6
420.52
124.41
0.6361L₁
0.3624L₂
Departure
26.69
270.49
272.99
0.77164₁
0.932L₂

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

GIVEN DATA

VIEW

PROCEDURE TO BE FOLLOWED

VIEW

DETERMINATION OF LENGTH & BEARING OF LINE CP

VIEW

DETERMINATION OF ANGLES OF TRIANGLE CPQ

VIEW

DETERMINATION OF LENGTH OF LINES CQ & QP

VIEW

Step by step

Solved in 5 steps with 5 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

Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
3. Complete the table and sketch the traverse, assuming no measurements were obtained for line EF. LATITUDE DEPARTURE LINE LENGTH, m BEARING N (+) S() E(+) W(-) АВ N 5°30'8.33" E 490.71 47.27 BC 587.12 608.89 CD 327.41 786.78 DE 1002.76 218.32 EF FA 375.01 544.64 SUM
Q2) a.) Find the intersection coordinates of lines passing from AC and BD. b.) Find the area defined by the corner points A, B, C, and D. The Lengths in the below given figure are in meters. Use Gauss Method only. 17.42 B e----165.05 37.15 55.98 Yp Хр 39.47 22.75L D ol4.90 i 13.90 A 0.00 ty
Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by transit rule. Solve the area by DPD or DMD. Sketch the traverse. All values must be in decimal places. COMPUTED ADJUSTED DEPARTURE LIN ADJUST ADJUST DISTAN СЕ (M) AZIMUT COMPUTED ADJUSTED LATITUDE ADJUST ED AZIMUT BEARIN DPD DOUBLE E G LATITUDE DEPARTURE ED DISTAN СЕ ED AREA (from S) BEARIN H (nearest (nearest minute) minute) +NL -SL +ED -WD +NL -SL +ED -WD АВ E S 70-29 N 10-00 650.00 ВС 895.00 CD S 26-28 315.00 DE S 65-33 W EA 875.00 410.00 N 45-31 W ТОTAL LEC : RP (nearest hundred) AREA ..
70 Ø40, Ø76 100 O20 16 50 25 20 ( 25 83 83 166 Required: Draw the front projection, the left side projection, the horizontal projection 42 25
PROBLEM 1. Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF -74.003 - 260.516 FA - 211.459 - 137.681
PROBLEM 1: The following are bearings and distances taken on a closed traverse. Line Bearing N60°E Distances В 1200 m C Due South A N60°W A line from vertex A to point F on the side BC divides the traverse and makes area ABF to be 280,000 m². Find the length of the line BF.
4. A and B are two points located on each bank of a river and near the abutments of a proposed bridge. To determine its distance, a baseline CD 180 m long were established on one bank of river and the transit was set up on stations C and D and azimuth from the south were taken as follows: LINE AZIMUTH FROM THE SOUTH с -D 210 С -А 260° 290° 301 315 C-B D-A D-B Calculate the distance: AD, BD, AB and CB. A B
Situation No. 2: A and B are two points locatcd on cach bank of a river and near the abutments of a proposed bridge. To determine its distance, a baseline CD 180m long was established on one bank of the river and the transit was set up at station C and D and the azimuth were taken as follows. Line С -D С -А Azimuth 1.) Find the distance AD 2.) Find the distance BD 3.) Find the distnace AB 4.) Find the area of each triangle and the total area 210° 00' 260° 00' С -В 290° 00' D- A 301° 00' D - B 315° 00'
2. A survey line AB crosses a river obliquely. P and Q are two points selected on the line one at each end of the river. Another line EPF is run parallel to the centre line of the river and point E is such that angle QEP is right angle and EP = PF = 100 m. A third point G is set at a distance of 150 m from P such that angle GFP is also right angle. Compute the distance PQ. Answer: 2: 180.278 m
Find vθ
SHOW COMPLETE SOLUTION IN SOLVING A AND THE AREA 1. a. Find the length r and p of the missing sides DE and EA of the traverse below. b. Using either DMD or DPD method, compute for the area of the traverse. LINE DISTANCE (feet) BEARING S 37°30' E S 43015' W N 73°00' W AB 300 ВС 400 CD 250 DE N 12°45'E EA N 65040' E