Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Question
Chapter 28, Problem 28.16P
(a)
To determine
Discussion of the advantages and disadvantages of converting maps and other graphical data into digital form using tablet digitizers.
(b)
To determine
Discussion of the advantages and disadvantages of converting maps and other graphical data into digital form using tablet digitizers.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
An American Standard Channel shape must resist a factored tensile load. The length is 15 ft, and there will be two lines of
7/8-in. diameter bolts in the web, as shown in the figure below. Estimate the shear lag factor U to be 0.85. (In a practical
design, once the member and bolt layout are selected, the value of U could be computed and the member design could be
revised if necessary.) Use A36 steel. For the steel Fy = 36 ksi and F₁ = 58 ksi. Try the tension members given in the
table below.
Tension member A, (in.²) tw (in.) ry (in.)
C10 x 20
5.87
0.379 0.690
C3 × 6
1.76
0.356 0.413
C6 × 8.2
2.39
0.200
0.536
C5 × 9
2.64
0.325
0.486
Bolt lines
Select an American Standard Channel shape to resist a factored tensile load of 120 kips.
A) C10 × 20
B) C3 × 6
C) C6 x 8.2
D) C5 x 9
-Select- V
What is the required gross area?
(Express your answer to three significant figures.)
Ag
=
in.2
What is the required effective area?
(Express your answer to three significant figures.)
Ae
=
in.2
What is…
It proposed to provide pile foundation for a heavy column; the pile group consisting of 4 piles,
placed at 2.0 m centre to centre, forming a square pattern. The under-ground soil is clay, having
Cu at surface as 60 kN/m², and at depth 10 m, as 100 kN/m². Compute the allowable column
load on the pile cap with factor of safety of 3.0, if the piles are circular having diameters 0.5 m
each and length as 10 m.
A 12 m long and 300 mm diameter concrete pile is driven in a uniform deposit of sand (p =
36°). The water table is very much down and is not likely to rise in future. The average dry
unit weight of sand is 18 kN/m². Calculate the safe load capacity of the pile with factor of
safety of 2.5. (use K-1.5 and 8=0.75 q). If the allowable load is increased by 20% what
will be the length of the pile.
Chapter 28 Solutions
Elementary Surveying (14th Edition)
Ch. 28 - Prob. 28.1PCh. 28 - Prob. 28.2PCh. 28 - Prob. 28.3PCh. 28 - Prob. 28.4PCh. 28 - Prob. 28.5PCh. 28 - Prob. 28.6PCh. 28 - Prob. 28.7PCh. 28 - Prob. 28.8PCh. 28 - Prob. 28.9PCh. 28 - Prob. 28.10P
Ch. 28 - Prob. 28.11PCh. 28 - Prob. 28.12PCh. 28 - Prob. 28.13PCh. 28 - Prob. 28.14PCh. 28 - Prob. 28.15PCh. 28 - Prob. 28.16PCh. 28 - Prob. 28.17PCh. 28 - Prob. 28.18PCh. 28 - Prob. 28.19PCh. 28 - Prob. 28.20PCh. 28 - Prob. 28.21PCh. 28 - Prob. 28.22PCh. 28 - Prob. 28.23PCh. 28 - Prob. 28.24PCh. 28 - Prob. 28.25PCh. 28 - Prob. 28.26PCh. 28 - Prob. 28.27P
Knowledge Booster
Similar questions
- Q9;Find the invert level for each pipe and the manhole type From to Dmm Lm S Invert Invert in out MH1 MH2 250 110 0.003 MH2 MH3 250 120 0.003 MH3 MH4 250 125 0.003 MH5 MH6 250 80 0.003 MH6 MH4 250 100 0.003 MH4 MH7 300 120 0.0025 GL MH MH depth type 888888arrow_forwardQ8; Check the sewer pipe size sewer lines From to 9 D S V full Q full q/Q d/D (x103) mm m/sec m3/sec full m3/sec MH1 MH2 1.38 250 0.003 MH2 MH3 2.77 250 0.003 MH3 MH4 4.3 250- 0.003 MH5 MH6 0.41 250 0.003 MH6 MH4 4.81 250 0.003 MH4 MH7 9.81 250 0.003arrow_forwardAn engineer is designing a fountain, as shown, and will install a nozzle that can produce a vertical jet. How high (h) will the water in the fountain rise if Vn=26 m/s at h=0?arrow_forward
- Q1 A city has a population of 100000. In this city, there are; • 5schools, each of 400 student capacity. • 2hotel of 300 guest capacity. • One hospital of 500 bed capacity in which the number of employees is 200. •Theatre 400 seat Estimate the average, maximum, peak and minimum sanitary sewage flowrates of the city. Type of establishment Unit Typical Iter/day/unit Shopping center Airports m² 4 Passenger 15 Theatre Seat 10 Office Person 50 School Student 60 Hotel Guest 190 Bed 1000 Hospital Employee 40 4.5 4 3.5 3 1 10 100 1000 Population in thosandarrow_forwardThe storm sewer system shown below receives storm water from five subareas (A, B, C, D, E,F and G). For each subarea; the drainage area, the longest flow path length, the slope of ground surface and runoff coefficient are as given in Table I. Estimate storm water flowrate received by each of the four inlets. Assume the area is dense residential area. The diameters and lengths of sewer given in table Sewer line Diameter Length (m) From To (mm) I1 13 300 136 12 13 300 110 13 14 400 120 zone Area (m²) L Slope Runoff (m) of ground surface coefficient A 8000 75.8 0.01 0.8 B 12000 127.3 0.0081 0.7 C 12000 121.2 0.012 0.4 D 20000 194 0.01 0.6 E 20000 200 0.01 0.6 F 22000 220 0.01 0.6 G 21000 215 0.01 0.6 B A E w 12 13 F 14 Plan layoutarrow_forward11.6 The motion of a particle is defined by the relation x = 2t3 - 15t² + 24t4, where x is expressed in meters and t in seconds. Deter- mine (a) when the velocity is zero, (b) the position and the total distance traveled when the acceleration is zero.arrow_forward
- Ratio of depth to diameter d/D Q3 -A sanitary sewer is used to carry 0.12m³/sec when flowing full and conditions о 1.0 Values of fu 1.1 1.2 1.3 0.9 0.8 Manning's n 0.7 0.6 0.5 0.4 0.3 0.2 0.1 Discharge Velocity Hydraulic properties of cicular sewers 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 Hydraulic elements and full such as minimum flow velocity must be applied. Determine the commercial pipe size that must be used and the gradearrow_forwardFor the tower shown in Figure (2), check the suitability of the proposed piled foundation with the following infiormation: (minimum safety factor against failure is (2). (neglect the group action), (V - 2250 kN, including pile cap weight) and (M 4500 kN.m), the pile group consists of one central the distributed and eight piles circumference of a (6 m) diameter circle ( 45 ) degrees appart}. pile on = 1 m 8 m diameter cap 20 m Figure (2) 10 m M 0.5 m diameter bored pile -30 kPa. y= 19 kN/m² Gs-2,7 Sand Clayarrow_forwardA group of nine piles, 12 m long and 250 mm in diameter, is to be arrenged in a square form in clay soil with an average unconfined compressive strength of 60 kN/m². Work out the center to center spacing of the piles for a group effeciency factor of 1. Neglect bearing at the tip of the piles.arrow_forward
- Determine the allowable pile load capacity of the 40 cm diameter driven concrete pile shown in the Figure (1). W.T. Figure (1) K=1 6=0.750 3 m 6 m K = 2 6=0.750 5 m Loose sand Y₁ = 16 kN/m², '= 30° Soft clay Year = 18 kN/m, 2 C= 15 kN/m² Dense sand Ysat = 20 kN/m², -40°arrow_forward= The allowable working load on a prestressed concrete pile 21-m long that has been driven 356 mm (see Table 9.3a). into sand is 502 kN. The pile is octagonal in shape with D Skin resistance carries 350 kN of the allowable load, and point bearing carries the rest. Use E, = 21 x 10° kN/m², E, = 25 x 103 kN/m², p, 0.35, and = 0.62. Determine the settlement of the pile. ==arrow_forwardH.W.5: A beam section is limited to a width of 300 mm, and total depth h=500 mm, and has to resist a factored moment 405 kN.m.Calculate the required reinforcement, given f'c=28 MPa, fy=420 MPa. (As=6425mm, As'=2425 mm Ans)arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning