The deck commonly was the main structural component for the floors of steel framed buildings. The addition of concrete cover provided structural strength, served the purposes of fire protection, a means to level the top surface of the floor, and a means to distribute the load. The construction philosophy for the use of steel deck was to have it serve only as form-work for the traditionally reinforced concrete slab, which provided the full structural capacity. In this book, a laboratory test program included full-scale performance tests of composite slabs utilizing trapezoidal deck profiles that are commonly available in Egyptian market. A discussion of experimental results in the light of various codes and specifications was carried out to study the composite slab behavior focusing on the effect of the end anchorage of the slab on the interaction property and slab performance. The codes involved in the comparison are BS 5950-4:1994, CSSBI S3-2003, EC4 EN 1994-1-1:2004. A design procedure to simplify the design process is performed by means of programming to good evaluation composite slabs behavior.
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Eng Ahmed M. Taha have 18 years Engineering Experience[Academic degrees were from Tanta University, Egypt]. Bsc; Strengthening RC Columns by CFRP.Msc;Behavior of Composite Slabs with Different End AnchoragesPhd;Structural Capacity of Latticed Steel Electric Transmission Towers in Comparison with Full Scale Loading Tests.
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Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The deck commonly was the main structural component for the floors of steel framed buildings. The addition of concrete cover provided structural strength, served the purposes of fire protection, a means to level the top surface of the floor, and a means to distribute the load. The construction philosophy for the use of steel deck was to have it serve only as form-work for the traditionally reinforced concrete slab, which provided the full structural capacity. In this book, a laboratory test program included full-scale performance tests of composite slabs utilizing trapezoidal deck profiles that are commonly available in Egyptian market. A discussion of experimental results in the light of various codes and specifications was carried out to study the composite slab behavior focusing on the effect of the end anchorage of the slab on the interaction property and slab performance. The codes involved in the comparison are BS 5950-4:1994, CSSBI S3-2003, EC4 EN 1994-1-1:2004. A design procedure to simplify the design process is performed by means of programming to good evaluation composite slabs behavior. 392 pp. Englisch. Bestandsnummer des Verkäufers 9783659954658
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Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Taha Ahmed MohamedEng Ahmed M. Taha have 18 years Engineering Experience[Academic degrees were from Tanta University, Egypt]. Bsc Strengthening RC Columns by CFRP.MscBehavior of Composite Slabs with Different End AnchoragesPhdStru. Bestandsnummer des Verkäufers 264251337
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Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The deck commonly was the main structural component for the floors of steel framed buildings. The addition of concrete cover provided structural strength, served the purposes of fire protection, a means to level the top surface of the floor, and a means to distribute the load. The construction philosophy for the use of steel deck was to have it serve only as form-work for the traditionally reinforced concrete slab, which provided the full structural capacity. In this book, a laboratory test program included full-scale performance tests of composite slabs utilizing trapezoidal deck profiles that are commonly available in Egyptian market. A discussion of experimental results in the light of various codes and specifications was carried out to study the composite slab behavior focusing on the effect of the end anchorage of the slab on the interaction property and slab performance. The codes involved in the comparison are BS 5950-4:1994, CSSBI S3-2003, EC4 EN 1994-1-1:2004. A design procedure to simplify the design process is performed by means of programming to good evaluation composite slabs behavior. Bestandsnummer des Verkäufers 9783659954658
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Taschenbuch. Zustand: Neu. Behavior of Composite Slabs with Different End Anchorages | Ahmed Mohamed Taha (u. a.) | Taschenbuch | 392 S. | Englisch | 2019 | LAP LAMBERT Academic Publishing | EAN 9783659954658 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. Bestandsnummer des Verkäufers 115201699
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Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The deck commonly was the main structural component for the floors of steel framed buildings. The addition of concrete cover provided structural strength, served the purposes of fire protection, a means to level the top surface of the floor, and a means to distribute the load. The construction philosophy for the use of steel deck was to have it serve only as form-work for the traditionally reinforced concrete slab, which provided the full structural capacity. In this book, a laboratory test program included full-scale performance tests of composite slabs utilizing trapezoidal deck profiles that are commonly available in Egyptian market. A discussion of experimental results in the light of various codes and specifications was carried out to study the composite slab behavior focusing on the effect of the end anchorage of the slab on the interaction property and slab performance. The codes involved in the comparison are BS 5950-4:1994, CSSBI S3-2003, EC4 EN 1994-1-1:2004. A design procedure to simplify the design process is performed by means of programming to good evaluation composite slabs behavior.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 392 pp. Englisch. Bestandsnummer des Verkäufers 9783659954658
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