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Notre Dame University-Louaize | DS csc 270
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38 sample documents related to DS csc 270

• Notre Dame University-Louaize DS csc 270
PROBLEMS 1. Using Figure 3.7 as a guide, determine the approximate size of the market surplus or shortage that would exist at a price of (a) \$40, (b) \$20. Using Figure 3.7, and the new demand curve:(a) at a price 0f \$40, there would be surplus of 50 (b) a

• Notre Dame University-Louaize DS csc 270
CHAPTER4 CONSUMERDEMAND WHATISTHISCHAPTERALLABOUT? Thechapterintroducesstudentstotheanalysisofconsumptionpatternsandthebasic explanationsofconsumerbehavior.Theemphasishereisonthemicroeconomicaspectsof consumptionandhowconsumptiondecisionsareinfluencedbyta

• Notre Dame University-Louaize DS csc 270
Problem set 2 27.5 total points Chapter 4 3. According to Table 4.1, by how much will unit sales of (a) coffee, (b) shoes, and (c) airline travel decline when price goes up by 10 percent? What will happen to total revenue in each case? a. The quantity dem

• Notre Dame University-Louaize DS csc 270
Problem set 3 49.5 total points Chapter 6 PROBLEMS 1. Use Figure 6.4 to determine: a. How many baskets of fish should be harvested at market prices of i. \$17 ii. \$13 iii. \$9 b. How much total revenue is collected at each price? c. How much profit does the

• Notre Dame University-Louaize DS csc 270

• Notre Dame University-Louaize DS csc 270
. . D CHAPTER2 E Part b shift Part c shift THEU.S.ECONOMY WHATISTHISCHAPTERALLABOUT? ThischapterintroducesthestructureandinstitutionsoftheU.S.economy.Itdefinesconceptssuchas grossdomesticproduct(GDP),thestructureofindustry,andthefunctionsofgovernmentinthe

• Notre Dame University-Louaize DS csc 270
Prejudice and Stereotyping in the Movie, Crash: \"Crash\" is a movie that exposes different kinds of social and multicultural differences, giving us a quick example of how these conducts affect our society. Two of the behaviors observed, are Prejudice and S

• Notre Dame University-Louaize DS csc 270
ETABS Integrated Building Design Software Introductory Tutorial Computers and Structures, Inc. Berkeley, California, USA Version 9 November 2005 Copyright The computer program ETABS and all associated documentation are proprietary and copyrighted products

• Notre Dame University-Louaize DS csc 270
Section Designer Manual ETABS Three Dimensional Analysis and Design of Building Systems Section Designer Manual Computers and Structures, Inc. Berkeley, California, USA First Edition February 2000 Copyright The computer program ETABS and all associated do

• Notre Dame University-Louaize DS csc 270
ETABS Integrated Building Design Software User\'s Guide Computers and Structures, Inc. Berkeley, California, USA Version 9 November 2005 Copyright The computer program ETABS and all associated documentation are proprietary and copyrighted products. Worldwi

• Notre Dame University-Louaize DS csc 270
South of Lebanon Preface 1. I ntroduction 2. The villages and churches of the south Ain Ebel - Saydeh church Debel - Mar Gerges church Qauzah - Mar Youssef church Rmaich Mar Gerges and Al- Tajalli church 3. References A in Ebel Ain Ebel is a village situa

• Notre Dame University-Louaize DS csc 270
hapter unctions Chapter F 3 . C PartI Ideas: 1. Functionsaretheresultofatechniquecalled:DivideandConquerwhichallowsthe constructionoflargeprogramsfromsmallpiecescalled functions . 2. Writingafunctionisathreestepprocess: a. function prototype b. function

• Notre Dame University-Louaize DS csc 270
hapter unctions Chapter F 3 . C Part II Storageclasses: Ideas: 1. Anidentifiercanbeavariablenameorauserdefinedfunctionname. 2. Eachidentifierhasattributes: a. name b. type c. size d. value e. storageclass f. scope g. linkage 3. Therearetwotypesofstoragec

• Notre Dame University-Louaize DS csc 270
Problem Exercises Chapter 03 1 Problem Exercises 1. Page 232: Exercise 28. Write a function that returns the smallest of three double-precision, floating-point numbers. #include <iostream.h> double smallest(double, double, double); int main() cfw_ double

• Notre Dame University-Louaize DS csc 270
1. What is the output of the following program? #include <iostream.h> int Function1(int); int Function2(float); void main() cfw_ int ival; float fval; cout < \"Function1: \ \"; ival = Function1 (3); cout < ival < endl < endl; cout fval fval cout cout fval f

• Notre Dame University-Louaize DS csc 270
Write a recursive function power(base, exponent) that, when invoked, returns base exponent For example: power(3,4) = 3*3*3*3. Assume that exponent is an integer greater than or equal to 1. Hint: The recursion step uses the relationship: base exponent = ba

• Notre Dame University-Louaize DS csc 270
1. Write a function that returns true if the string parameter is a palindrome. A palindrome is any \"word\" which is the same forward and backward. Example: \"radar\", \"noon\", \"20011002\", . The function should return false if the argument is not a palindrome.

• Notre Dame University-Louaize DS csc 270
1. Find the error in each of the following segments: a) int *number; cout < number < endl; b) float fval, *realPtr = long lval, *integerPtr = integerPtr = realPtr; c) int *x, y = 10; x = y; d) char s[] = \"this is an array\"; for ( ; *s != \'\

• Notre Dame University-Louaize DS csc 270
Exercise: A company pays its employees as managers (who receive a fixed weekly salary), hourly workers (who receive a fixed hourly wage for up to the first 40 hours they work and time-and-a half 1.5 times their hourly wagefor overtime hours worked), commi

• Notre Dame University-Louaize DS csc 270

• Notre Dame University-Louaize DS csc 270

• Notre Dame University-Louaize DS csc 270
1. Page 56: Exercise 31. Write a program that reads an integer and determines and prints whether it is odd or even. (Hint: Use the modulus operator. An even number is a multiple of two. Any multiple of two leaves a remainder of zero when divided by 2.) #i

• Notre Dame University-Louaize DS csc 270
Problem Exercices Chapter 02 1 Problem Exercises 1. Page 148: Exercise 20. Write a C+ program that inputs a series of 10 numbers, and determines and prints the largest of the numbers. #include <iostream.h> int main() cfw_ int counter = 0, number, largest;

• Notre Dame University-Louaize DS csc 270
Exercice Chapter #2 1 What is the output of the following program? #include <iostream.h> void main ( ) cfw_ int x=1; for ( ; ;)cfw_ if (x+ % 15 = 0) break; if (x % 5 != 0) continue; cout< x < ; What is the output of the following program? #include <iost

• Notre Dame University-Louaize DS csc 270
1. 5 2. 9 10 8 15 7 6 3. 9 8 7 6 5 4 3 2 1 0 4. 6 7 5. 1 2 3 4 5 6 7 8 9 10 6. 1 2 3 4 7 8 9 10 7. 8. 9. 5 6 123123123123 * -* -* -7 10 9 6 10. 11. 45 9 2 continue 12. 13. 100 1 1 1 2 2 3 5 6

• Notre Dame University-Louaize DS csc 270
What is the Output Exercices Chapter 02 1 1. What is the output of the following program? #include <iostream.h> void main () cfw_ int x = 1; for ( ; ; ) cfw_ if (x+ % 15) = 0) break; if (x % 5) != 0) continue; cout < x cout < endl; Answer: < \" \"; If we

• Notre Dame University-Louaize DS csc 270
Chapter 4 Exercices 1 1) Write C+ statements to accomplish each of the following: a) Display the value of the seventh element of character array f. b) Input a value into element 4 of single floating-point array b. c) Initialize each of the 5 elements of s

• Notre Dame University-Louaize DS csc 270
Design Of Mat Foundation Square colums: C14, C15, C16,and C17 : 15 cm2 C18: 20 x 25 cm C19: 20 x 40 cm C20: 20 x 25 cm C21: 20 x 25 cm C22: 20 x 35 cm C23: 20 x 25 cm Assume a load factor of 1.7. qall=150 KN/m2. 1) Qtotal= 7228.5 KN 2) Area of Mat= A= 58.

• Notre Dame University-Louaize DS csc 270
Prestressed Concrete Assuming the following: Area of reinforcement =774 mm2 fc = 35 MPa P=1.1 GPa Section Properties: I=(1/12)x30x553=415937.5 cm4. A=30x50=1650 cm2 Total loads on beam=3T/m Beam weight =23.5KN/m3*0.3*0.55=3.8775 KN/m M=wl2/8=30000*122/8=5

• Notre Dame University-Louaize DS csc 270
Shear wall: A shear wall is a rigid vertical diaphragm capable of transferring lateral forces from exterior walls, floors and roofs to the ground foundation in a direction parallel to the planes. Examples are the reinforced-concrete wall or vertical truss

• Notre Dame University-Louaize DS csc 270
Two-way slabs Two-way slabs bend under load into dish-shaped surfaces, so there is bending in both principal directions. As a result, they must be reinforced in both directions by layers of bars that are perpendicular to each other. A theoretical elastic

• Notre Dame University-Louaize DS csc 270
Columns Design Tributary Area: Table C.1 Table Column Tributary Area Column C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 X(m) 2.08 4.07 2 2.08 4.07 2 1.39 0.93 0.93 2.08 4.08 0.93 3 4.07 0 Y(m) 2.28 2.28 2.28

• Notre Dame University-Louaize DS csc 270
Columns Columns can be roughly devided into the following three categories : 1-Short compression blocks or pedestrals : If the height of an upright compression member is less than three times its least lateral dimensions,it may be considered to be a pede

• Notre Dame University-Louaize DS csc 270
Fall 08 Design of Reinforced Concrete Residential Building Presented To Dr. Joseph Asaad Prepared By Freddy Saddik Rachel Samarani Rami Fayek CEN 330 Fall 08 Chapter 4 Design of Rectangular Beams and One-Way Slabs 4.1- Load Factors Load factors are number

• Notre Dame University-Louaize DS csc 270
Detrmining the ultimate load values : Weight of the slab (for beams): Let us consider 7 hollow block/m2,and the thickness of the slab of 30 cm, we can write: V(hordis/m2)=7*(0.4*0.2*0.24)=0.1344 m3/m2 V(concrete/m2)=0.3-0.1344=0.1656 m3/m2 Therefore the w

• Notre Dame University-Louaize DS csc 270
Prestressed Concrete Assuming the following: Area of reinforcement =774 mm2 fc = 35 MPa P=1.1 GPa Section Properties: I=(1/12)x30x553=415937.5 cm4. A=30x50=1650 cm2 Total loads on beam=3T/m Beam weight =23.5KN/m3*0.3*0.55=3.8775 KN/m M=wl2/8=30000*122/8=5

• Notre Dame University-Louaize DS csc 270
Design of an interior flat plate Fy=420MPa Fc=28MPa Weights acting on a slab for interior zone are: D.L: partition=250 kg/m2 Tiling=200 kg/m2 L.L: Surcharges=250 kg/m2 1. Minimum Thickness: L1=3.65m L2=2.3m Column dimensions are: 20*25 cm Interior Panel :

• Notre Dame University-Louaize DS csc 270