Convert the following bearings to azimuth from north. a) N 27 50'05" E b) S 38 12'44" E c) S 23 16'22" W d) N 73 14'30" W Then, compute the (interior) angle, smaller than 180° between the successive azimuths.

Convert the following bearings to azimuth from north. a) N 27 50'05" E b) S 38 12'44" E c) S 23 16'22" W d) N 73 14'30" W Then, compute the (interior) angle, smaller than 180° between the successive azimuths.

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: 2) The vertical bar AB has a mass of 100+ab kg with center of mass G midway between the ends. The…

A: Mass of bar AB, Couple acting,

Q: A vertical curve is required for a 1st class 3x3 highway section with entering and exiting grades of…

A: The entering and exiting grades of + 5.10% and -6.40%, respectively.The point of intersection of the…

Q: A 1000 kg elevator car carries a maximum load of 800 kg. A constant frictional force of 4000 N…

Q: For an electrostatic precipitator of given geometry and operating conditions, the collection…

A: For an electrostatic precipitator of given geometry and operating conditions, the collection…

Q: 6. Draw the influence lines for the vertical reactions at supports B, E, and G, points A, C, and F…

A: A beam is shown as

Q: A square foundation is 3mx3m in plan. The soil supporting the foundation has a friction angle of Phi…

A: A Square foundation of 3mx3m.Friction angle of Phi = 21 degreesC' = 22KN/m2Depth of foundation (Df)…

Q: In the Hidden Rain Village, Nagato surveys the amount of rainfall it receives annually. He tabulated…

Q: A vertical curve is required for a 1st class 3x3 highway section with entering and exiting grades of…

A: The entering and exiting grades of + 5.10% and -6.40%, respectively.The point of intersection of the…

Q: For the soil profile shown in Figure 3. Find the value of the vertical stress change at point A.…

Q: A footing of size 2mx 2m transferring a pressure of 200 kN/m², is placed at a depth of 1.5 m below…

A: Given : Size of footing =2m×2mPressure on soil=200kN/m2Depth of footing or depth of soil…

Q: 0.4 m 60 m 15 m 40 m 55 m a) Determine the ULS uniformly distributed load 'S' (in kPa), snow load,…

A: Roof plan of 60 by 55mTo findULS uniformly distributed load S in the lower roof

Q: . For 12 mm plastering works in a ratio of 1:2 cement sand mortar total dry volume is 2 cubic meter…

A: THICKNESS OF THE PLASTERING WORK = 12 mmRatio of cement : mortar = 1 : 2

Q: Q₂-Calculate the vertical movement for points A, B and C t 3.5м t A Steel Wire D = 35 mm E = 2×10" N…

A: Given Span10 mLoad 35 kNDiameter 35 mmElasticity modulus 2×104 N/mm2To find out Deflections

Q: 6) Design a pump Characteristics for Standard elbow hug ht Twenty feet 90⁰ 2011 Binch Sch 40 Steel…

A: D1 = 3 in or 0.25 ft D2 = 4 in or 0.333 ftL1 = 25 ft L2 = 50 ft Q = 175 gpm or 0.3885 cfs

Q: In a particular stability analysis the wedge failure mechanism shown in the figure below has been…

Q: The ratio of the Boussinesq's influence factor to Westergaard's influence factor at point 0 (2 m…

Q: A uniform surface load of 220 kPa is applied over the area shown below. Estimate the stress increase…

A: The uniform surface load is, To Determine:The stress increase in soil due to surface load at a depth…

Q: (a) The following relationship between traffic speed and flow applies to a particular urban…

Q: A rectangular tank 7m long by 2.4m deep and 2.65m wide, contains 1.2m of water. If the linear…

A: L = 7m d = 2.4m b = 2.65m NOTE : As per guidelines, first 3 parts are solved. Request you to post…

Q: A non-prismatic rod is attached between two supports as shown in figure. It is subjected to axial…

A: For a non prismatic rod Axial load applied is 80 kN and 100 kN as shown in figureTo determine…

Q: Q.2) In an unconfined compression (UC) test on a saturated clay, the maximum proving ring dial…

A: Given that :-Maximum proving ring dial reading recorded = Initial height = 70 mmInitial diameter =…

Q: An extruded aluminum beam has the cross section shown. Knowing that the vertical shear in the beam…

A: Given data - Vertical shear in the beam = 10 Kips Find out - Shearing stress at point A and B.

Q: Q3// The field capacity of a certain soil 20% and the moisture content of the soil before irrigation…

Q: الموافق . Subject Date : 1 1 SA Strip footing I'm wide at its base موضوع الدرس التاريخ / is located…

A: Factor of safety (F) = 3 Determine the safe bearing capacity.

Q: . For the riveted connection shown in the figure using elastic analysis a. Determine the safe value…

A: Diameter of rivet = 25 mmAllowable shear stress = 150 MPaloading = 50 KNOther Data are given in the…

Q: Draw the shear force and bending moment diagram and label the values of the largest positive and…

Q: Below presents a continuous beam with A being fixed and B is pinned and C has a roller. Take: E =…

Q: The normal stress (kPa) on a plane inclined at 30 degrees from the horizontal is most nearly (anti-…

Q: 3.45 Two wood beams each with an actual cross section of 2 × 4 in are loaded as shown. If there is…

Q: Find the hydraulic gradient and the head at point C of the following structure for static condition,…

Q: Check the safety of the square footing as given to support the applied axial loads only neglecting…

A: column dimesion = 500mm, 500mm Soil pressure = 190 KN/m2Fck = 21 N/mm2Fy = 276 N/mm2foundation…

Q: Determine a) effective precipitation depth >) Þ-index c) total infiltrated amount of water

A: t(min)0-3030-9090-120i(mm/hr)307234Total Rainfall P=30∗(30/60)+72∗(70/60)+34∗(20/60)P=110.33 mmTake…

Q: Q (5-4) / Water flows uniformly in an earth trapezoidal cross section open channel. Data available…

Q: 5) Find the force in member EF (use the metod of sections 100lb B A Fig 5 1' D 1' E EF 1' F 100lb

Q: Answer is given, just give the solution

A: The objective of the question is to find the horsepower being given up by the water to the turbine…

Q: Verify the ultimate and serviceability limit states of the raft foundation. Please state and explain…

A: The objective of the question is to verify the ultimate and serviceability limit states of a raft…

Q: A hemispherical bulge of diameter 1.5 m is provided in the bottom of a tank. If the depth of water…

A: As per question

Q: 2m Live uniform load = 8.5 kN/m Live load = 56 kN Dead Load = 5kN/m 2m a)Determine the maximum…

A: Live uniform load = 8.5 kN/mLive load = 56 kNDead Load = 5 kN/mBeam Length = 7m (2m + 2m + 1m + 3m)

Q: 1. The tank in figure is 3 m wide into the paper. Neglecting atmospher compute the hydrostatic (a)…

Q: Design a pipe culvert depending on the following data: Q=2 m³/sec; length of culvert (L)= 40 m; k₁=…

A: Q = 2 m3/seclength of culvert (L) = 40 mK1 = 0.25K2 = 0.5manning coefficient (n) = 0.015Head loss…

Q: A specimen of normally consolidated clay was consolidated under a chamber confining pressure of…

Q: 1 An orifice meter to carry water is calibrated with air in a geometrically similar model at t the…

A: For orifice meter calibrated with airGeometrical similar modet at 1/6 th prototype scaleto find…

Q: Discuss the classification of cross sections as per the IS 800: 2007 based on yield and plastic…

A: The objective of the question is to understand the classification of cross sections as per the…

Q: For the given problem, the failure plane was inclined at an angle of 35° with the vertical to find…

Q: A continuous foundation is shown in Figure is to be constructed on a sand deposit. If the load…

A: the load eccentricity e=0.2 mthe width of foundation B=2 m,the depth of the foundation Df =1.5 m

Q: It is proposed to build an 8 story building with a footprint of 15 m × 20 m, resting on a mat…

Q: design 15 یا فردو اهام لين ان كيث في العلم ومنا للعود rang to A 2.5 m span cantilever beam has a…

Q: 05/AL Select the correct choice for the following 1. The type of failure is called general shear…

A: The objective of the question is to test the understanding of various concepts related to soil…

Q: Question 1 A consolidated drained (CD) triaxial test was carried out on a sand sample with the known…

A: A consolidated drained (CD) triaxial test was carried out on a sand sample with the known effective…

Q: How do I find the centrioid for this shape

A: Given TriangleSemi circle and circle To find out Centroid

Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

Convert the following bearings to azimuth from north.
a)
N 27'50'05" E
b) S 38 12'44" E
c) S 23 16'22" W
d) N 73 14'30" W
Then, compute the (interior) angle, smaller than 180° between the successive azimuths.

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: Diagram

VIEW

Step 2: Solution

VIEW

Step 3: Calculation of Interior angle

VIEW

Step 4: Calculation of angle

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 6 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

Convert the following bearings to their equivalent azimuths: 64deg. 45 min N 25°15' E (azimuth from north) 270 deg. v Due East (azimuth from north) 309 deg. 45min v S 50015' E (azimuth from south) 45 deg. 45min S 45045' W (azimuth from south)
12. Convert from bearing to azimuth. a. S 25° W b. N 35° E c. N 20° W
1. Compute the interior angles between the given pair of lines whose magnetic bearings are given. OA, N 42°20'E OB, N 82°10'E OC, N 32°16'E OD, N 48°12'W OE,S 32°18'E OF,S 42°10'W OG, N 82°34'W OH,S 66°05'W A D PB N- B A Go tỉ H F
Determine elevation the top of a tower from the following observation.. Inst. St. Target Reading on B.M V. angle of a Remarks UM L tower 4.025 3.525 3.025 2.757 3.007 3.257 90° 90° 18:30 Stat 3.007 B R.L.M=72.88 GENIX
3. PROBLEM #3 Convert the following bearings to azimuth from north. a) N 27'50'05" E b) S 38'12'44" E c) S 23'16'22" W d) N 73'14'30" W Then, compute the (interior) angle, smaller than 180° between the successive azimuths.
Convert the following azimuths to equivalent bearings. Show necessary illustrations. (2 a.) AZIM, of line EF = 138°32' b.) AZIM, of line FG = 321°24' c.) AZIM, of line GH = 214°51' d.) AZIM, of line HI = 98°43'
Convert the following azimuths to equivalent bearings. a) AZIM, of line AB = 230°30' b) AZIMN of line BC = 112°46' %3D %3D c) AZIM, of line CD = 270°00' d) AZIMN of line DF = 228°15' e) AZIM, of line EF 135°00'
Convert the following bearings to equivalent azimuth: a. AB, N 25°25' W b. BC, due East
7. a) Draw the included angles and determine the angle CPD from the given magnetic bearings: PC, N 74° 35' E, PD, S 69° 15’ E. b) Convert the following bearing to azimuth (reckoned from south): N 48° 25’ W. Draw the angle.
Convert the following bearings to equivalent north and south azimuths. a. AB, N 28°15' W b. BC, Due East c. EF, N 66°30' W d. CD, S 50°10' E e. DE. S 46°50' W
11. Convert from azimuth to bearing. a. 120° Az b. 315° Az c. 245° Az
Compute for the Azimuths from North and Bearings for each Line.