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CHM1033 HOMEWORK 9
Course: CHM 1033, Fall 2008School: Miami Dade
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Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
HOMEWORK 15: Module 15 Show all your work.1. For the following amino acids, draw their three ions (the zwitterion, the positive ion, and the negaive ion):a. b. c. d. a. b. c. 3. a. b. c. 4. a. b. c. d. e. 5. leucine histidine valine cysteine tyrse
Miami Dade - CHM - 1033
Miami Dade - CHM - 1033
HOMEWORK 16: Module 16 Show all your work. 1. Identify two similarities and two differences between DNA and RNA 2. Identify if the following relates to DNA, RNA, or both: a. Ribose b. Uracil c. Adenine d. Deoxyribose e. Double helix f. Singe-stranded
Miami Dade - CHM - 1033
HOMEWORK 16: Module 16 ANSWER KEY Show all your work. 1. Identify two similarities and two differences between DNA and RNA Similarities = cytosine, guanine, adenine Differences = deoxyribose vs. ribose, thymine vs. uracil, double helix vs. singlestra
Miami Dade - CHM - 1033
CHM1033L Experiment 3 Density = mass/volume d = m/V - units = g/mL Specific gravity = (density of substance in g/mL)/(density of water at 4C in g/mL) = (density of substance in g/mL)/(1.00g/mL) - no units Example Problems 1. What is the density of a
Miami Dade - CHM - 1033
CHM1033L Experiment 4 Metals = left side of imaginary staircase on periodic table, Nonmetals = right side of imaginary staircase on periodic table, Metalloids = on either side of imaginary staircase on periodic table (except for Al (Aluminum) Atomic
Miami Dade - CHM - 1033
CHM1033L Experiment 6 Electrolytes Strong electrolytes only ions present in solution, so it conducts electricity Weak electrolytes both ions and molecules present in solution, so it partially conducts electricity Non-electrolytes only molecules pr
Miami Dade - CHM - 1033
CHM1033L Experiment 7 pH scale 0 to 7 (i.e. under 7) = acid 7 = neutral 7 to 14 (i.e. over 7) = base Equations pH + pOH = 14 [H+] = 1 x 10-pH OR 10-pH [OH-] = 1 x 10-pOH OR 10-pOH Examples Problems 1. If the pH is 4, what is the pOH, the [H+], and th
Miami Dade - CHM - 1033
CHM1033L Experiment 8 Naming 1. Count the longest continuous chain of carbon this is the parent chain 2. Name the parent chain based on how many carbons are present and what functional group is present. If it is cyclic, place `cyclo' in front of the
Miami Dade - CHM - 1033
CHM1033L Experiment 9 Naming 1. Count the longest continuous chain of carbon this is the parent chain 2. Name the parent chain based on how many carbons are present and what functional group is present. If it is cyclic, place `cyclo' in front of the
Miami Dade - CHM - 1033
CHM1033L Experiment 11 Naming 1. Count the longest continuous chain of carbon this is the parent chain 2. Name the parent chain based on how many carbons are present and what functional group is present a. For carboxylic acids (C(=O)-OH), it ends in
Miami Dade - CHM - 1033
CHM1033L Test#1 Review Material Covered Conversions including medical conversions Density = mass/volume d = m/V - units = g/mL Specific gravity = (density of substance in g/mL)/(density of water at 4C in g/mL) = (density of substance in g/mL)/(1.00
Miami Dade - CHM - 1033
CHM1033L Test#3 Review Material Covered 1. Write a name from a structure 2. Draw a structure from a name 3. Structural Isomers 4. Geometric Isomers 5. Alcohol Classification 6. Reactions: a. High temperature dehydration of alcohols b. Oxidation of al
Appalachian State - FACULTY - 5636
What are some other words you could use to describe these pictures?littlesmall, tiny, miniscule, miniature, petitebigenormous, large, huge, giganticprettybeautiful, attractive, appealing, charming, gorgeouslikeadore, admire, appreciate, c
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Name:Main IdeaSettingCharactersSequence of EventsFirst: When:Second:Third: Where:Last:
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Duke University Department of Civil and Environmental Engineering CE 130L. Uncertainty, Design, and Optimization Homework 5, Due Friday February 27, 2009 1. The simply-supported beam shown below is loaded with uniformly-distributed load w over its en
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CE 130L. Uncertainty, Design and Optimization Spring 2009 Henri P. Gavin Water Supply and Treatment Design Project Due: Friday, April 10, 2009 In this design project, you will specify a water-treatment plant and will determine how to operate it. The
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Duke University Department of Civil and Environmental Engineering CE 130L. Uncertainty, Design, and Optimization Homework 6, Due Friday April 18, 20091. The structural system shown below is practically massless, except for the concentrated mass M s
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DUKE UNIVERSITY Department of Civil & Environmental Engineering CE 130L. Uncertainty, Design, and Optimization Spring 2009 Henri P. Gavin Design of a Collapse-Sensitive Structure Subjected to Earthquake Loads Due Wednesday, April 22, 20091 Objectiv
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THE THREE-MOMENT EQUATION for CONTINUOUS BEAM ANALYSIS CE 130L. Uncertainty, Design, and Optimization Department of Civil and Environmental Engineering Duke University Spring, 2009Consider a continuous beam over several supports carrying arbitrary l
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Duke - CE - 130
270IEEE TRANSACTIONS ON AUTOMATICCONTROL, VOL. AC-13, NO. 3, JUNE 1968Adaptive Step Size Random SearchAbsiraci-Fixed step sizerandom search for minimization of functions of several parameters is described and compared with the k e d step size
Wisconsin - SH - 041102
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Duke - CE - 130
SHORT PAPEFS4753.02.0I/1IO P T ~ ~ $ ~ t G * ' (UP TO 10 STEPS)I~1.0IIiIIPSEUDO-OPTIMAL ESTIMATOR OF PAPERII I02468101214161820k Fig. 3. Average squared error (Markov78).REFERENCES[I] D. Mi
Wisconsin - SH - 041102
Duke - CE - 130
Wisconsin - SH - 041102
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Duke - CE - 130
412Mathematics and Computers in Simulation XXVI (1984) 412-422 ~rt~-H~lland~t~ti~i~v prohlemf0ccttfin an wef incrws-number of fictds. In most cases one is interested m finding the giobaZ extremum of a givenirrg zrittltricbn with rcspcxt to
Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Duke - CE - 130
Wisconsin - SH - 041102
Duke - CE - 130
Uncertainty in Structural EngineeringWilliam M. Bulleit, M.ASCE1Abstract: Structural engineering design is replete with uncertainties, some of which are obvious and some of which many engineers may never have considered. This paper is an examinatio
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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Wisconsin - SH - 041102
Wisconsin - SH - 041102
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