Problem Solving1. Complete the table belowStationBSHIFSIFSElevation00+1008.358504.567.533.6845.5500+2005.380.7752.526.4.2577.6883.6900+3002.451.100+4002.351.2200+5000.58

Answered: Image /qna-images/answer/53f574e0-52f0-4c51-a5b1-6461c722cde2.jpg

Answered: 1. Complete the table below 田 Station…

1. Complete the table below 田 Station BS HI FS IFS Elevation 00+100 8.35 850 1 4.56 7.5 3.68 4 5.55 00+200 5.38 0.77 2.52 6 4.25 7 7.68 8 3.69 00+300 2.45 1.1 00+400 2.35 1.22 00+500 0.58

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: Q) The following readings were obtained along the center line of a proposed road starting from BM601…

A: Station BS IS FS Rise Fall RL of C.l design road Cut Fall Remark BM 1.05 0+00…

Q: Given the following level section notes for stations 1+120 and 1+160: 1+120 | 6.6 | 0 | 7.6 | 0.8 |…

A: Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: LINE BEARING DISTANCE N 75°30' W S 60 °30' W N 43 ° 50' E N 35 °20' E ST 385.00 TU 360.00 UV 522.10…

A: Sign conventions: NE = Both positive SE = Lattitude negative Departure positive SW = Both negative…

Q: 6.1 Using the average-end-area method, calculate the cut and fill volumes for stations 125 + 00…

A: It is required to calculate the volume of cut. Here, A1 is the area of 1st station, A2 is the area…

Q: Given the following sections: Station 3+ 080 4.05 3.00 3.00 705 +0.84 +3.50 +2.85 +212 +3.24 Station…

A: Stations are a precise position on the Earth that has been established by surveying procedures.…

Q: Water flows in a triangular channel at a velocity of 2.9ft/s. Find the depth of flow (in ft) if the…

A: To determine the depth of flow in the triangular channel. The flow velocity can be expressed using…

Q: Construct a dot plot for the asphalt data30 75 79 80 80 105 126 138 149 179 179 191 223 232 232 236…

A: Dot plot is used to represent a quantitative data and each dot in the plot represents a value. For…

Q: Calculate thể tótál volume (m3) from Station A to B if the following cross sections were provided:…

Q: For the volume from grids.of spot heights, compute the Eh1 of the below ground elevation, if you…

A: Given Formation level=83.81

Q: Calculate the total volume (m3) from Station A to B if the following cross sections were provided:…

Q: POINT NORTHING EASTING A 300 300 340 220 C 420 180 D 390 250 a. Compute the area using coordinate…

A: x y x*y y*x A 300 300 B 340 220 66000 102000 C 420 180 61200 92400 D 390 250 105000…

Q: Situation 5] The base and altitude of a triangular lot were measured with certain estimated probable…

A: This question is related to the Errors from Surveying Engineering. In this question we calculate…

Q: From the ff data of measuring over sloping ground, determine the: a) b) c) Length of line BA Mean…

Q: Show complete solution. Round off answers to 2 decimal places. Do not forget to include the units.…

Q: Find the area of a piece of land FGH, knowing that FH=150 m. Left hand face Right hand face Occupied…

A: To Determine Area of triangle FGH

Q: For determining the discharge of a river, the following observations were taken across the river.…

A: The ground elevation ( Reduced level ) of right bank at point 9 = 43.765m The water level of river…

Q: Using the figure, supply the data needed in the numbered cell. BS FS 3.06 BS 1.02 FS 5.67 BS 8.78 FS…

Q: 1. Complete the differential level notes shown below and perform the customary arithmetic check…

Q: Situation C. Using the figure, supply the data needed in the numbered cell. BS FS 1.27 4.91 BS FS…

Q: Situation C. Using the figure, supply the data needed in the numbered cell. BS 1.27 FS 4.91 BS FS…

Q: For the volume from grids of spot heights, compute the Eh1 of the below ground elevation, if .you…

Q: The angles of a triangle ABC were recorded as follows: No. of Measurements Angle Value A 77 14' 20'…

Q: Town Rosario Dasmarinas Trece Martirez Y 60 Population (10,000s) 6.5 30 50 10 40 70 4.2 5.9 Silang…

Q: 13.33M 14.40M 15.45M 16.19M 14.53M 13.82M 13.25M 13.13M 12.97M 10.75M 10.44M 10.31M 10.29M 12.87M…

A: Using Simpsons one third rule, ∫yf(x) dx = h/3 [(y0 + yn) + 4(y1 + y3 + y5 + …. + yn-1) + 2(y2 + y4…

Q: A tower is standing on a horizontal ground. To calculate the height of the tower, a surveyor at A,…

A: To determine the height of the tower. Given, Angle of elevation at A (θ) = 28.4o Angle of…

Q: Determine the elevation at BM 36. 5.765 0.345 1.100 0.465 1.255 2.095 0.130 вм 36 0.245 BM 35…

A: Given, There are series of levelling readings are taken on a ground. Our aim is to calculate…

Q: Two wells are located at points A and B respectively. Point C is the middle point between A and B.…

A: draw down at C is 7 inches

Q: Plugging when performing the longitudinal section leveling of a road, the readings were recorded…

A: We know that, HI=BM+BSRL=HI-ISRL=HI-FS Here BM is the bench mark, HI is the height of instrument, RL…

Q: How to calculate the mean elevation? The 200, how we arrive on that elevation

A: As we know that the mean elevation between the contours is mean of the elevation values of the index…

Q: PROBLEM 3: Points A and B are 40 m apart while B and C are 10 m apart and are of the same elevation…

Q: Find the elevation for the remaining 3 points as given in the figure below, knowing that TP_1 =…

A: HI = height of Instrument B.S = Backsight F.S = foresight HI = known Elevation + B.S Unknown…

Q: Solve the area of the lot from the given data shown by triangle method. Course Observed Data…

A: Course Lattitude Departure Double meridian Distance Double Area (DA) AB -497.28 -56.66 -56.66…

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2. For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: *:Estimate water quality and WQI Standared masured Test 7.5 7.8 pH 20 25 Na 200 16 CI 200 54 Ca 50…

A: Turbidity, DO, TSS and NO3 Content much higher than stanards So, The water is poor water

Q: Water flows in a triangular channel at a velocity of 2.9ft/s. Find the depth of flow (in ft) if the…

A: Given data, Velocity (V) = 2.9 ft/s Slope (S) = 0.0015 n = 0.014 To find out the…

Q: 4. The base and altitude of a triangular lot were measured with certain estimated probable errors as…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: The observed interior angles of a triangle are A=35°14'37", B=96°30'09", and C=48°15'05". Determine…

A: The given options are wrong. Correct answer is 35°14' 40"

Q: Situation D. Using the figure, supply the data needed in the numbered cell. BS FS 3.06 BS FS BS FS…

A: Given data in question Back sights Fore sights Elevation of BM To find out Complete the table.

Q: Calculate the total volume (m3) from Station A to B if the following cross sections were provided:…

Q: Chainage (m) Offset (m) 20 40 60 80 100 120 140 160 180 5.49 9.14 8.53 10.67 12.50 9.75 4.57 1.83 o…

A: The cross-sectional area of the regular sections like circle, square, rectangle is calculated using…

Q: Two wells are located at points A and B respectively. Point C is the middle point between A and B.…

A: To determine the fall or rise in water level at any point we must know the hydraulic conductivity of…

Q: a 2-hr UH for a catchment (area = 824 sq. km) are given below. Determine 1-hr UH using S-curve…

A: Given:- 2-hr UH catchment area = 824 sq. km To find:- coordinates 1-hr UH using S-curve method

Q: AREA OF RANGE CROSS-SECTION. Soundings were taken along a 38-m long range across a lake (see…

Q: Situation 1: An irregular lot ABCDE has the following interior and exterior angles tabulated below.…

A: The shape has 5 sides, AB, BC, CD, DE, and EA. Calculation of average of three trails and their sum…

Q: Situation D A transit line is established and the surveyor wants to determine the area bounded by…

Q: 10 kN d=40 D = 80 Od= 25 d = 40 50 50 500 250

Q: Two angles AOB and BOC and a single AOC are measured at the same point O. Determine the most…

A: In a triangle sum of three angles will always be 180 degrees, with the use of the similarity we are…

Q: Compute the area using Double meridian diatance or triangulation Com. Com.Dep Length (meters) Line…

A: Given data Required to find: Area by Double meridian distance method

Q: Locate the centroid of the shaded figure. Y 5.00 3.00 3.50 7.00 1.75 1.75 2.00 6.50 1.50

Q: LINE ADJ. DEP. ADI. LAT 1-2 +2.29 20.55 2-3 57.91 +11.26 3-4 -3.47 +19.7 4-1 +59.09 -10.41

Concept explainers

Volumes

Volume usually is the dimensional quantity that involves the evaluation of any three-dimensional figure enfolded inside a closed space. The SI unit (International System of Units) of volume is m3 and the dimensional unit of volume is [L3]. For estimation of the volume of any figure, various formulae are used. Another application of volume includes the reference in the sound levels, the higher the sound intensity, the louder the sound heard, and hence, the larger the volume. The SI unit of sound volume is decibels (dB).

Question

Problem Solving
1. Complete the table below
Station
BS
HI
FS
IFS
Elevation
00+100
8.35
850
4.56
7.5
3
3.68
4
5.55
00+200
5.38
0.77
5
2.52
6.
4.25
7
7.68
8
3.69
00+300
2.45
1.1
00+400
2.35
1.22
00+500
0.58

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 with 2 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

WDetermine the polar of moment of inertia of the quarter of the circle having a radius of óm shown in the figure relative to the polar axis through one of its corners. * Y x² + y² = r² X 636.173 m* O 381.704 m* O None of the above O 763.407 m* O 508.938 m
.co b. amen0/Downloads/MTH%20263%20Exam%202%20(Spring%202021).pdf Highlight ID Page view TA Read aloud VDraw 4. Suppose the position of an object moving horizontally after t seconds is given by the function s = f (t) = -6t3 + 36t2 -54t, where s is measured in feet, with s> 0 corresponding to positions right of the origin. When is the particle at rest? SHOW WORK!!! a. On the interval [0,4], when is the particle moving to the right? SHOW WORK!!! +66 近。 f12 Su Oly I14 144 to 61 4
Problem 5 Find the moment inertia of the area shown in figures about the centroidal axes. 30 cm 40 cm 15 cm R=10 cm %3D vorl 20 cm 10 cm 10 cm I„= 7123.44 cm*; I = 33504.6 cmª yy I= 242803.8 cmt; I= 136124.6 cm4 XX
1 H 2 - T 3 MANCHCOA KING 4 Force diagrams - Inclined plane 5 Performs various tests by modifying the values of the coefficient of friction, the mass M2 and the angle of inclination. Draw the diagram of forces on the two graphs present in the document Force diagrams Inclined plane Balance the forces by applying Newton's second law to the two masses, along the appropriate axes in both cases. From these equations, find a general mathematical expression for the acceleration and for the tension in both cases.
- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >
20 1 1 A > N and d, are the perpendicular distances between the parallel axes. S x Compared to the integration method, this summation method is a simpler one for determining the moments of inertia of areas. Figure 24 2 GUBBEY FaceTime Video 11:08 W S m 124,707 X command # 3 E D y C $ 4 R F 1 of 1 > V % 5 m MAY L T B G ^ 6 B Y Part B-Moment of inertia of the composite area about the x axis Y The moment of inertia of the triangular shaped area is I, = 4.17 x 10 mm. Given m = 100 mm and n = 50.0 mm, calculate the moment of inertia of the shaded area shown (Figure 1) about the x axis. Express your answer to three significant figures and include the appropriate units. ▸ View Available Hint(s) H 4 I₂=36144352.56 mm Submit Previous Answers Part C Complete previous part(s) A O Leave μA X Incorrect; Try Again; 4 attempts remaining & 7 N U J Live Photo ** 8 - → M MOSISO ( 9 K - : 1 ; JE option { [ + ? = I #* O } 1 delete
Station X (Easting) Y (Northing) 1 0 0 54 57 110 117 168 180 228 246 290 315 354 387 420 462 488 540 558 621 11 630 705 12 704 792 13 780 882 14 858 975 15 938 1071 1020 1170 1104 1272 1190 1377 1278 1485 1368 1596 1460 1710 1554 1827 1650 1947 1748 2070 1848 2196 1950 2169 2054 2139 2160 2106 2268 2070 2378 2031 2490 1989 2604 1944 2720 1896 2838 1845 2958 1791 3080 1734 3204 1674 3330 1611 3458 1545 3588 1476 3720 1404 3854 1329 3990 1251 1170 4128 4268 1086 4410 999 909 4554 4700 48 816 720 49 50 4848 0 0 Calculate the area of closed traverse INMASHGA92224 444 9 3 5 6 7 8 10 16 17 18 19 20 21 23 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47
50 28 00 30 us o0 uS 1300 60 u2 00 25 30 00 18 40 00 for the fiqure Shown Calculate the Circular andd abbreviatec divection of of all the lines of the polygon
Hi, please try to answer all the items. I'll upvote if you do. Also, the asnwers for B, E, F, and G can be inputted on the second picture.
Determine all the values of m of the auxiliary equation of the differential equation. d²y :5 dr? d*y 4y
Problem: A continuous girder system as shown in Grid 3 is consists of G11, G12 and G13 girders. The slab resting on these girders have the following superimposed dead loads: Metal Deck with Reinforced Concrete Slab: Floor Finish Type: Ceilings (Below the Slab): Frame Partitions: Miscellaneous (MEPF): 3.5 kPa Hardwood Flooring, 22mm Gypsum board, 10mm Movable Partitions 0.24 kPa Girders (G11, G12 &G13) carry a uniform superimposed dead load of 8.1 kN/m due to the perimeter wall. The slab carries a live load of Residential Basic Floor Area. In the initial analysis, beams (B5, B10, B15, B17 & B19) were assumed to be W6x20. Girders (G11, G12 &G13) were assumed to be W16x50. Earthquake analysis from a software was conducted and the reactions at the exterior supports (joints A & D) are as follows: At joint A: Shear force (VA) = 62 KN Moment (MA) = 105 kN-m At joint D: Shear force (VD) Moment (MA) = -58 KN = -95 kN-m 1. Determine the controlling load combination for LRFD and the corresponding…
Which of the following is a prime number? а. 323 b. 431 c. 667 d.527|