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Theses and Dissertations
Postgraduate diploma theses and dissertations.
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Results 1-10 of 15 (Search time: 0.003 seconds).
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Issue Date
Title
Author(s)
2012-01
STANDARDISING CONTINUOUS ASSESSMENT RAW SCORES FOR JUNIOR SECONDARY SCHOOL IN NIGER STATE USING COMPUTER (A CASE STUDY OF JUNIOR SECONDARY SCHOOL NIKUCHI
JOSHUA, SAIDU
2012-03
EFFECT OF FIRE ON THE COMPRESSIVE STRENGTH OF CONCRETE
LUKMAN, SULEMAN OTHMAN ACHILE
2012-03
ANALYSIS AND DESIGN OF A PROPOSED TWO STOREY SCHOOL BUILDING AT KUJE AREA COUNCIL OF ABUJA
ADENIYI, IDOWU SAMUEL
2012-03
EFFECT OF ORGANIC CONTAMINANT ON SHRINKAGE PROPERTIES OF LATERITIC SOIL
SANNI, ADENIYI
2012-03
THE USE OF QUARRY DUST AS A PARTIAL REPLACEMENT OF SAND IN CONCRETE
NWOGA, JOEL CHIBUIKE
2012-03
DYNAMIC WIND EFFECTS ON 50M STEEL LATTICE TOWER
OMOGO, FREDERICK ODO
2012-03
ASSESSMENT OF TRAINING NEEDS OF NIGERlAN CONSTRUCTION PROJECT MANAGERS AND THEIR PREFERRED DELIVERY METHODS
IGWEGBE, Nkem Clara
2012-03
ABSTRACT The main purpose of this project is to produce a structural design of steel and reinforced concrete cover pavilion, to vihualizes the aesthetic and safety implication of using steel and reinforced concrete in design. The detail design methods used in this project are according to the British Codes and standards the limit state and Elastic Method of analysis are the basis of the design and the calculations are in S.I. unit all. The design is also buttressed by extracts from CP 110, BS 8110 and BS 5950. The structure has length of 54 .94"m with total width of ] 3.53m and a sitting capacity of 1500 . . The columns are of 3 types which are reinforced with Y20 and Y16 diameter bars, while the beams are of the same size 300 x 600mm exception of the roof beanl which is 225 by 225mtn in size and reinforced with Y25 and Y20 diameter bars. The slab is designed as stair slab which has 17 panels of 6m by 6m and thread of 800mm, with riser of 300mm and are reinforced with YIO as the main reinforcement bars and Yl 0 as the distribution bars. The roof beam 2 is a universal beam, which is bolted to the column C) and Stanchion C2A. The columns rest on foundation footings of 2.45m by 2.45m, 2.5m by 2.5m and 2.6m x 2.6m which are reinforced with Y20 diameter bars. At the end of project work recommendations were made for future work, references are also referenced. vi
SHAIBU, ABUTU UKWENYA FAVOUR
2012-03
A PROPOSED DESIGN OF STEEL PA VILION AT GUDU DISTRICT .. ABUJA F.C. T.
ONEHI ., JOSEPH SHELLENG
2012-03
CAPACITY ANALYSIS OF MOBIL, KPAKUNGU AND TUDUN WADA ROUNDABOUTS INMINNA METROPOLIS
Anumiri, UCHE Princewill
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ABUBAKAR, HARUNA ABDULLAHI
1
ADENIYI, IDOWU SAMUEL
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Anumiri, UCHE Princewill
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IGWEGBE, Nkem Clara
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IKEKPEAZU, Augustine Chibueze
1
JAGUN, BOLAKALE
1
JOSHUA, SAIDU
1
LUKMAN, SULEMAN OTHMAN ACHILE
1
MOHAMMED, ALHAJI ABUBAKAR
1
NWOGA, JOEL CHIBUIKE
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