Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 28, Problem 28.28Q
To determine
The most common span ratings for plywood suitable for roof sheathing.
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FORWARD FROM POINT B TO POINT A GIVEN THE FOLLOWING:
POINT BN=13,163,463.03'E=3,072,129.30'
DIRECTION FROM B TO A (NAZ)=276.07529°
DISTANCE FROM B TO A = 10.00'
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.
At a particular section on a highway the following headways are observed: 0.04, 1.37,1.98,5.09, 3.00, 2.32, 2.54, 1.37, 0.94, 1.79, 1.10, 6.24, 4.82, 2.77, 4.82, 6.44. Fit an exponentialdistribution and compare the observed and estimated mean. Check the fit at the 5% level ofsignificance.
Chapter 28 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 28 - Prob. 28.1QCh. 28 - Prob. 28.2QCh. 28 - Prob. 28.3QCh. 28 - Prob. 28.4QCh. 28 - Prob. 28.5QCh. 28 - Prob. 28.6QCh. 28 - Prob. 28.7QCh. 28 - Prob. 28.8QCh. 28 - Prob. 28.9QCh. 28 - Prob. 28.10Q
Ch. 28 - Prob. 28.11QCh. 28 - Prob. 28.12QCh. 28 - Prob. 28.13QCh. 28 - Prob. 28.14QCh. 28 - Prob. 28.16QCh. 28 - Prob. 28.17QCh. 28 - Prob. 28.18QCh. 28 - Prob. 28.19QCh. 28 - Prob. 28.20QCh. 28 - Prob. 28.21QCh. 28 - Prob. 28.24QCh. 28 - Prob. 28.25QCh. 28 - Prob. 28.26QCh. 28 - Prob. 28.27QCh. 28 - Prob. 28.28QCh. 28 - Prob. 28.29QCh. 28 - Prob. 28.30QCh. 28 - Prob. 28.32QCh. 28 - Prob. 28.33QCh. 28 - Prob. 28.34QCh. 28 - Prob. 28.35QCh. 28 - Prob. 28.37QCh. 28 - Prob. 28.38QCh. 28 - Prob. 28.39Q
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- A group of nine piles. 12m long and 350 mm in diameter, is to be arrenged in a square form in clay soil with an average unconfined compressive strength of 60 KN/m^2. Work out center to center spacing of the piles for a group effeciency factor of 1, Neglect bearing at the tip of the piles.arrow_forwardSOLVE BY NEWTON - RAPHSON METHOD: The equation x³-3x-4=0 is of the form f(x) = 0 where f(1) 0 so there is a solution to the equation between 1 and 3. We shall take this to be 2, by bisection. Find a better approximation to the root.arrow_forwardKindly help to provide answers, elaborate with examples and provide useful links for learning purposes. this is regarding building diagnosis.arrow_forward
- pounds of steel need to be purchased for the roof plan a table with various steel types and the quantity needed The colums are 18 feet high and weigh 76 ponds per foot include a structural steel material list for the roof framing planarrow_forwardHomework: Determine the proportions of the separate aggregates that will give a gradation within the SCRB wearing coarse specified limits for the aggregates and mix composition for highway pavement asphaltic concrete. The table below shows the results of sieve analysis of samples from the materials available. برو Percent by Weight Passing Sieve Designation Retained on Sieve Designation Coarse Aggregate Fine Aggregate Mineral Filler 3/4 in. (19 mm) 1/2 in. 5 ½ in. (12.5 mm) 3/8 in. 35 ¾ in. (9.5 mm) No. 4 38 No. 4 (4.75 mm) No. 10 17 No. 10 (2 mm) No. 40 5 No. 40 (0.425 mm) No. 80 No. 80 (0.180 mm) No. 200 No. 200 (0.075 mm) Total 18 1118 30 35 5 26 35 60 100 100 100arrow_forwardFor the driven pile shown in figure, estimate the allowable capacity by: (a) Tomlinson a-method, (b)Vijayvergia and Focht A-method. Which one of the two methods are more conservative? Qall =? W.T 18.21 kN/m² 930 L=18m Square pile 27.5cm x 27.5cmarrow_forward
- What is the vertical deflection at joint C of the truss shown? 75 kN 9 m 7 (3000 mm²) (3000 mm²) (2000 mm²) (3000 mm²) (2000 mm²) 100 kN (3000 mm²) H (3000 mm²) (2000 mm²) (2000 mm²) (3000 mm²)B(3000 mm²) C(3000 mm²)D(3000 mm2)5 a. 9.3 mm↓ b. 9.6 mm↓ c. 8.0 mm ↓ d. 9.1 mm↓ 4 at 6 m = 24 m E = 200 GPa Earrow_forwardINVERSE FROM POINT A TOWARDS POINT B GIVEN THE FOLLOWINGCOORDINATE VALUES: POINT AN=13,163,953.37'E=3,072,227.10' POINT BN=13,163,463.03'E=3,072,129.30' FIND THE FOLLOWING:DISTANCE FROM A TO BNORTH AZIMUTH (NAZ) FROM A TOWARDS BBEARING OF THE LINE FROM A TOWARDS Barrow_forwardFORWARD FROM POINT B TO POINT A GIVEN THE FOLLOWING: POINT BN=13,163,463.03'E=3,072,129.30' DIRECTION FROM B TO A (NAZ)=276.07529° DISTANCE FROM B TO A = 10.00'arrow_forward
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