Open Access. Powered by Scholars. Published by Universities.®

Civil and Environmental Engineering Commons™

Open Access. Powered by Scholars. Published by Universities.®

Missouri University of Science and Technology

Discipline
Keyword
Publication Year
Publication
Publication Type
File Type

Articles 7741 - 7770 of 7868

Full-Text Articles in Civil and Environmental Engineering

Report On Tests Of Fenestra 1 1/2" Roof Deck Used In Horizontally Loaded Diaphragms, Authur Wilson, George Winter Dec 1939

Report On Tests Of Fenestra 1 1/2" Roof Deck Used In Horizontally Loaded Diaphragms, Authur Wilson, George Winter

CCFSS Library (1939 - present)

INTRODUCTION Increasing interest in recent years in the performance of roof systems acting as shear diaphragms to resist horizontally applied loads, as well as the vertical loads for which they are primarily designed, has led to an increasingly large number of tests of fullsize and scaled structures loaded in this manner. Fenestra, Inc., manufacturers of light gage steel floor and roof panels, has sponsored an extensive series of tests at Cornell University of floor and roof diaphragms composed of certain of their standard panel sections. The following report describes tests of shear diaphragms using three types of Fenestra 1 1/2" …


Specification For Steel Roof Decking (Revised Draft, November 16, 1939), American Iron And Steel Institute Committee On Building Codes Nov 1939

Specification For Steel Roof Decking (Revised Draft, November 16, 1939), American Iron And Steel Institute Committee On Building Codes

Steel Deck Institute (SDI) Specifications and Manuals (1939 - present)

  1. General: Steel Roof Decking, as referred to in this code, shall mean specifically the light gage steel unit sections whose function and purpose shall be to support the necessary live load, together with the dead load of roofs in accordance with the provisions and requirements of the following sections.
  2. Materials
  3. Form of Deck
  4. Span Length
  5. Bearing
  6. Design
  7. Unit Stress
  8. Moment Coefficients
  9. Connections
  10. Deflection
  11. Fire Rating
  12. Special Steel Roof Decks


Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering Sep 1939

Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering

CCFSS Library (1939 - present)

I. OBJECT OF THIS REPORT The full program of tests outlined at the meeting of the Technical Subcommittee held in Ithaca on June 12 has been carried out with one exception: due to the limited time it has not been possible to determine the modulus of elasticity of the sheets. However since the modulus of elasticity of steel under any circumstances is about 29,000,000 to 30,000,000 p.s.i. this point of the program has no immediate practical significance. The following tests have been carried out: 1. Tests to failure of the remaining specimens of the series B - 22. 2. Determination …


Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering Jun 1939

Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering

CCFSS Library (1939 - present)

I. OBJECT OF THIS REPORT Buckling tests have been carried out on the remaining three beams of the 22 gage series, i.e. B-22-812a, B-22-816a and B-22-820a. A stress survey has been made on the bottom flange of beam B-22-812b. A new series of 22 gage specimens has been designed for the further study of the bottom flange stresses and of the top flange buckling.


Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering May 1939

Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering

CCFSS Library (1939 - present)

I. OBJECT OF THIS REPORT Since the investigations discussed in the previous report have proved that the stress distribution at midspan was fairly uniform in the narrowest, medium and widest beams of the 14 gage series, it seemed unnecessary to carry out investigations on the remaining two intermediate beams A-14-66 and A-l4-610. Three beams of the 22 gage series have been investigated so far, namely B-22-84a and b and B-22-88a. Detailed stress distribution surveys have been carried out at midspan on beams B-22-84b and B-22-88a. It was impossible to carry out such a survey on beam B-22-84a, since this beam …


Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering Apr 1939

Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering

CCFSS Library (1939 - present)

I. OBJECT OF THIS REPORT After having obtained preliminary information from the abbreviated tests referred to in the previous report, a detailed survey of the stress distribution over the bottom flange at midspan has been carried out for the beams A-14-612b, A-14-612a and A-14-68a (in chronological order). Furthermore a special investigation has been made at the same section of beam A-14-612a for the purpose of determining the accuracy of the actual strain measurements.


Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering Mar 1939

Cornell University School Of Civil Engineering Tests On Light Beams Of Cold-Formed Steel, Cornell University School Of Civil Engineering

CCFSS Library (1939 - present)

Cornell


The Construction Of Cofferdams Dam No. 26, Alton, Illinois, Arthur James Williams Jan 1939

The Construction Of Cofferdams Dam No. 26, Alton, Illinois, Arthur James Williams

Professional Degree Theses

"This report is intended to serve as a record of the procedure followed by the Engineering Construction Corporation in the construction and removal of the three cofferdams used during the construction of the Alton Dam with resulting problems, progress and costs"--Introduction, page 1.


Malaria Control Engineering On The Pickwick Reservoir, Cornelius Wolfram Kruse Jan 1939

Malaria Control Engineering On The Pickwick Reservoir, Cornelius Wolfram Kruse

Professional Degree Theses

"During the past year in an area extending south of a line between Norfolk, Virginia and St. Louis, Missouri, it has been estimated that about 10,000 deaths and staggering economic losses were caused by malaria fever...Since the recent inauguration of river development projects on the various streams in the so-called "malaria belt" of our country, malaria control methods on impounded waters have been of increasing concern to the health workers of the South...Mosquito control on impounded waters must be constructed into the dam design and requires a careful program of reservoir preparation or conditioning of the body of water so …


Coordination Of Transportation Systems Of The United States, Herman Blickensderfer Jan 1939

Coordination Of Transportation Systems Of The United States, Herman Blickensderfer

Masters Theses

"To any thinking man it must be apparent that the railroads are of vital necessity to the country at large as they can more cheaply move a host of the heavy commodities than can the trucks, and of course the waterways do not and cannot reach every part of the vast territory that must be served. On the other hand it is equally apparent that many of the other types of traffic can be handled more readily and cheaply by truck than by rail. This would lead one to conclude that some way should be found to give to each …


Design Study Of A Three Span Continuous Tied-Arch Bridge, George Perry Steen Jan 1939

Design Study Of A Three Span Continuous Tied-Arch Bridge, George Perry Steen

Masters Theses

"In this study of the continuous tied-arch bridge, having one main span and two equal side-spans, the following items are endeavored: (1) To set up the total internal work equations and to find the values of the unknown forces or redundants. (2) To compute to maximum moments for design and to complete the design of the super-structure for one bridge. Details, such as the gusset plates, rivets, connection angles, etc., are not designed; the effect of such being allowed in the design for dead load as a certain per cent for details. (3) To set up hypothetical conditions for other …


The Foundations Of Lock And Dam No. 26 - Alton, Illinois, John Joseph Livingston Jan 1938

The Foundations Of Lock And Dam No. 26 - Alton, Illinois, John Joseph Livingston

Professional Degree Theses

"The present Upper Mississippi River Canalization Program provides for a channel depth of nine feet, with suitable widths, at low water, in the Upper Mississippi River between the Missouri River and Minneapolis, Minnesota, and was adopted by the River and Harbor Act of July 3, 1930, as amended by Public Resolution No. 10, Seventy-second Congress, First Session, approved February 24, 1932. The establishment of this nine-foot channel requires the construction of twenty-six dams and accompanying locks - two of which were already constructed - at selected points throughout the distance between Minneapolis and the mouth of the Missouri River...This series …


Application Of Small-Scale, Movable-Bed River Models To Channel Improvement Studies Of The Middle Mississippi River, Eugene H. Woodman Jan 1938

Application Of Small-Scale, Movable-Bed River Models To Channel Improvement Studies Of The Middle Mississippi River, Eugene H. Woodman

Professional Degree Theses

"This paper deals primarily with the use of small-scale models in the study of plans for improving the channel for navigation in several reaches of the Middle Mississippi River. However, it was considered expedient to include a discussion of hydraulic model experimentation in general before dealing with specific cases, in order that the reader might obtain the greatest possible satisfaction from the discussion.

The first part of this paper includes: a discussion of the theory of models, wherein the value and utility of models are demonstrated; the application of models to hydraulic problems, including the requirements for a model to …


Superstructure Costs Of Short Span Self-Anchored Suspension Bridges, David J. Peery Jan 1938

Superstructure Costs Of Short Span Self-Anchored Suspension Bridges, David J. Peery

Professional Degree Theses

"Complete designs and estimates for three self-anchored highway suspension bridges are made in this paper. The span lengths investigated are commonly considered to be shorter than the economic limit for suspension bridges. Simple truss and cantilever bridges are usually considered the most economic types for these span lengths"--Synopsis, page 1.


Hydrography Of The Larger Springs Of The Ozark Region Of Missouri, Warwick Lewis Doll Jan 1938

Hydrography Of The Larger Springs Of The Ozark Region Of Missouri, Warwick Lewis Doll

Professional Degree Theses

"This thesis is based upon a study of the larger springs of the Ozark Region of Missouri and is designed to answer many requests for information about the large springs.

Special studies were made to determine the probable location and approximate area of the drainage areas of the large springs (previous writers have referred to the drainage areas as being “very large" or "enormous", apparently, without any very definite idea as to the extent or the drainage areas). The average run-off per square mile from the assumed drainage area, herein called the "spring factor", was determined for the largest springs. …


An Approach To County Planning - Miller County, Frederick William Hurd Jan 1938

An Approach To County Planning - Miller County, Frederick William Hurd

Professional Degree Theses

"The purpose of this report is to present and discuss a proposed eight year state and county highway program as applicable to Miller County. Local needs for transportation service may be most readily and efficiently administered to on the county basis. The highway requirements of the state are now largely for local service roads and it is evident that a fair and just method of allocating this service must provide for the physical characteristics, economical status and local peculiarities of the area involved. We may therefore justly assume that the counties, the smallest political subdivisions in the state having direct …


Line And Grade Control Of The Subaqueous Midtown Hudson Tunnel, Lauren Preston Tuttle Jan 1937

Line And Grade Control Of The Subaqueous Midtown Hudson Tunnel, Lauren Preston Tuttle

Professional Degree Theses

"The entire system unifies all Preliminary Survey, Construction Control, and Independent Traverse work; bringing them under one common balanced system; thus, their precise relation is definitely established regardless of which side of the Hudson River the unit occurs. The establishing of a complete system is a subject within itself, and as this paper deals with the method of obtaining and carrying to completion the method of control for the river section of the tunnel, we shall limit our reference to the Triangulation system to the River Quadrangle"--Triangulation System. General, page 1.


Highway Bridges, Design And Cost, John Edward Kirkham Jan 1937

Highway Bridges, Design And Cost, John Edward Kirkham

Professional Degree Theses

"Specifications for highway bridges have been modified considerably during the past 15 years. The principal modifications have been the result of the continuous development of motor traffic. The principal changes made have been with reference to live load, impact, and allowable unit stresses. The live load has been changed to conform with the increased weight of modern motor traffic; impact has been included to provide for the effect of heavy fast-moving trucks; and the change in unit stresses has resulted by agreement of engineers. The following specifications, which will be used herein, are practically excerpts from "Specifications for Highway Bridges," …


Design And Construction Of Ponds And Small Reservoirs, Harry Franklin Bossert Jan 1937

Design And Construction Of Ponds And Small Reservoirs, Harry Franklin Bossert

Professional Degree Theses

"In presenting this paper, "The Construction of Ponds and Small Reservoirs", the writer wishes to call attention to a report by the National Resources Committee entitled "Little Waters : A Study of Headwater Streams and Other Little Waters: Their Use and Relation to the Land"--Introduction, page 5.


The Express Highway Through The City Of St. Louis, Fulton Hord Campbell Jan 1937

The Express Highway Through The City Of St. Louis, Fulton Hord Campbell

Professional Degree Theses

"Among the many important highway construction projects undertaken in Missouri, the Express Highway through the City of St. Louis ranks among the first both because of the coast and difficulties involved, and because of the improvement in traffic conditions which it provided. This highway enters the city at the southwest corner of Forest Park, which is the junction of Skinker Road and Oakland Avenue. The accompanying map will give an idea of the location of the highway from this point to its end, a distance of approximately two and ninety-six one hundredths miles. The most noteworthy feature is that there …


U.S. Forest Service Acquisition Surveys In The Ozark Region Of Missouri, Booker Hall Rucker Jan 1935

U.S. Forest Service Acquisition Surveys In The Ozark Region Of Missouri, Booker Hall Rucker

Professional Degree Theses

"Some idea as to how the plans of the United States Forest Service will tie in with other national plans in establishing their various forests will be given in the following paragraphs. First, and of most interest to the engineers, - the United States Forest Service plans to tie in very securely with those of the United States Engineers Corps work on flood control in the Mississippi drainage area. The general set up of the various Federal Forests, as to management, operation, and so on, are all on the same general lines. This discussion, however, will be only of the …


Comparison Of Various Types Of Road Surfacing, Charles Cyrus Tevis Jan 1935

Comparison Of Various Types Of Road Surfacing, Charles Cyrus Tevis

Professional Degree Theses

"It is the intention of this thesis to compare the more common types of road surfacing by establishing both the good and poor qualities of each type of pavement. All of the subject matter that follows is based on the theory that each approved type of pavement has its use and the most economical pavement to construct is the one that gives the greatest service to the traveling public per dollar, invested over a period of years...There are only four major types of road surfacing, namely; concrete, asphalt, brick and gravel that are now being constructed in most states and …


A Study Of Missouri Springs, Harry Cloyd Bolon Jan 1935

A Study Of Missouri Springs, Harry Cloyd Bolon

Professional Degree Theses

"This thesis is based upon a study of the large springs of the Ozarks and is designed to answer many of the requests that are being received continually by the Missouri and the United States Geological Surveys. The various studies inculcated in this report are made from a rather limited amount of data available regarding the size, character, and sources of these springs and what they are actually worth to the State of Missouri. The main body of the thesis is a revised tabulation of data contained in Chapter 3, Volume 20, Missouri Bureau of Geology and Mines, "Water Resources …


Return Flow Study Of The North Platte River, E. W. Carlton Jan 1935

Return Flow Study Of The North Platte River, E. W. Carlton

Professional Degree Theses

"The investigation of return flow on the North Platte River, between Whalen, Wyoming and North Platte, Nebraska, was authorized by House Bill No. 308, "Flood control Act," Mississippi River and Tributaries, February, 28, 1929. The purpose of this study was to determine, if possible, the amount of return flow from the United States Reclamation Service "North Platte Irrigation Project", and its effect on the future development of irrigation in the North Platte Valley, flood control of the North Platte River, and it's ultimate effect upon navigation possibilities of the Missouri River. The particular phase of the above problem of which …


Water Resources Of Iowa, 1873-1932, Rudolph Gustav Kasel Jan 1935

Water Resources Of Iowa, 1873-1932, Rudolph Gustav Kasel

Professional Degree Theses

No abstract provided.


The U.S.G.S. Topographic Map: Its Value And Method Of Construction, Daniel Kennedy Jan 1935

The U.S.G.S. Topographic Map: Its Value And Method Of Construction, Daniel Kennedy

Professional Degree Theses

"Topographic maps, which differ from the base map in that they show not only relative distance and direction but also the accurate shape of the earths surface, are not new, but represent the constant improvement in mans efforts to reproduce on paper all that he sees and knows of regions of the globe.

While history records the first maps known to man as being made by the Babylonians on clay tablets centuries before Christ, the first relief map was made by the Ninth Inca who died in the year 1191. The present method of showing relief by contours was employed …


Cost Of Engineering On Highway Projects, Walter John Shaffer Jan 1934

Cost Of Engineering On Highway Projects, Walter John Shaffer

Professional Degree Theses

"It is customary for highway departments to set up certain finances in addition to the contract price to take care of engineering and slight overruns in the contract quantities. Generally a certain percentage of the contract price is used. The Missouri Highway Commission follow the practice of setting up 10% of the contract price to finance the engineering, contingencies, and slight overruns. The term "engineering" as referred to in this paper consists of the salaries and incidental expenses of the project engineer and his assistants, project office rent, and transportation. It will be noted that the preliminary survey work, blue …


Problems In The Cement Industry, William Alonzo Mccanless Jan 1934

Problems In The Cement Industry, William Alonzo Mccanless

Professional Degree Theses

"The major problem of the cement companies is the matter of marketing the product in sufficient quantities and at a price which will return a profit; however, there are some other problems that are of great interest to the engineers, i.e., the interest in the economics of cement based largely on its effect on the cost of contemplated structures"--page 1.


Efficient Management Of Highway Projects Under State Administration, From The Point Of View Of The Project Or Resident Engineer, Jean Paul Bryan Jan 1934

Efficient Management Of Highway Projects Under State Administration, From The Point Of View Of The Project Or Resident Engineer, Jean Paul Bryan

Professional Degree Theses

"Efficiency in any project is an admirable attribute. It is even more than admirable in an undertaking designed for the spending of the taxpayer's money in which the lack of this trait is so liable to be interpretated [sic] as graft. It is necessary. After some eight years of connection with highway construction, a familiarity with inefficiency in the management of high projects under state construction is sufficient excuse, we believe, to warrant a dissertation of the opportunities for the practice of efficiency by those in direct charge of these project - the Project Engineers or the Resident Engineers, as …


A Survey Of A Sanitary Sewer System With Findings And Recommendations, Warren Roy Gettler Jan 1934

A Survey Of A Sanitary Sewer System With Findings And Recommendations, Warren Roy Gettler

Professional Degree Theses

"The object of the survey was: 1. To determine existing evils in the present system and make recommendations for their correction. 2. To create new sewer districts of the unsewered portions of the city and submit tenative [sic] estimates of quantities and costs"--page 2.