Concrete Designers' Manual, Tables and Diagrams for the Design of Reinforced Concrete Structures

Hool, George a.

Editorial: TheClassics.us
ISBN 10: 1230462171 / ISBN 13: 9781230462172
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Sinopsis: This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1921 edition. Excerpt: ...moment should extend on each side of a line drawn through the column center at right angles to the direction of the band at least a distance equal to thirty-five one-hundredths of the panel length, and bars in diagonal bands used as reinforcement for positive moment should extend on each side of a diagonal through the center of the panel at least a distance equal to thirty-five one-hundredths of the panel length; and no splice by lapping should be permitted at or near regions of maximum stress except as just described. Continuity of reinforcing bars is considered to have advantages, and it is recommended that not more than one-third of the reinforcing bars in any direction be made of a length less than the distance center to center of columns in that direction. Continuous bars should not all be bent up at the same point of their length, but the zone in which this bending occurs should extend on each side of the assumed point of inflection, and should cover a width of at least one-fifteenth of the panel length. Mere draping of the bars should not be permitted. In four-way reinforcement the position of the bars in both diagonal and rectangular directions may be considered in determining whether the width of zone of bending is sufficient. (m) Reinforcement at Construction Joints.--It is recommended that at construction joints extra reinforcing bars equal in section to 20 per cent of the amount necessary to meet the requirements for moments at the section where the joint is made be added to the reinforcement, these bars to extend not less than 50 diameters beyond the joint on each side. (n) Tensile and Compressive Stresses.--The usual method of calculating the tensile and compressive stresses in the concrete and in the reinforcement, based on...

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Título: Concrete Designers' Manual, Tables and ...
Editorial: TheClassics.us
Encuadernación: PAPERBACK
Condición del libro: New

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1.

George A Hool
Editorial: Theclassics.Us (2013)
ISBN 10: 1230462171 ISBN 13: 9781230462172
Nuevos Paperback Cantidad: 10
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The Book Depository
(London, Reino Unido)
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Descripción Theclassics.Us, 2013. Paperback. Estado de conservación: New. Language: English . Brand New Book ***** Print on Demand *****.This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1921 edition. Excerpt: .moment should extend on each side of a line drawn through the column center at right angles to the direction of the band at least a distance equal to thirty-five one-hundredths of the panel length, and bars in diagonal bands used as reinforcement for positive moment should extend on each side of a diagonal through the center of the panel at least a distance equal to thirty-five one-hundredths of the panel length; and no splice by lapping should be permitted at or near regions of maximum stress except as just described. Continuity of reinforcing bars is considered to have advantages, and it is recommended that not more than one-third of the reinforcing bars in any direction be made of a length less than the distance center to center of columns in that direction. Continuous bars should not all be bent up at the same point of their length, but the zone in which this bending occurs should extend on each side of the assumed point of inflection, and should cover a width of at least one-fifteenth of the panel length. Mere draping of the bars should not be permitted. In four-way reinforcement the position of the bars in both diagonal and rectangular directions may be considered in determining whether the width of zone of bending is sufficient. (m) Reinforcement at Construction Joints.--It is recommended that at construction joints extra reinforcing bars equal in section to 20 per cent of the amount necessary to meet the requirements for moments at the section where the joint is made be added to the reinforcement, these bars to extend not less than 50 diameters beyond the joint on each side. (n) Tensile and Compressive Stresses.--The usual method of calculating the tensile and compressive stresses in the concrete and in the reinforcement, based on. Nº de ref. de la librería AAV9781230462172

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2.

George A Hool
Editorial: Theclassics.Us (2013)
ISBN 10: 1230462171 ISBN 13: 9781230462172
Nuevos Paperback Cantidad: 10
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Descripción Theclassics.Us, 2013. Paperback. Estado de conservación: New. Language: English . Brand New Book ***** Print on Demand *****. This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1921 edition. Excerpt: .moment should extend on each side of a line drawn through the column center at right angles to the direction of the band at least a distance equal to thirty-five one-hundredths of the panel length, and bars in diagonal bands used as reinforcement for positive moment should extend on each side of a diagonal through the center of the panel at least a distance equal to thirty-five one-hundredths of the panel length; and no splice by lapping should be permitted at or near regions of maximum stress except as just described. Continuity of reinforcing bars is considered to have advantages, and it is recommended that not more than one-third of the reinforcing bars in any direction be made of a length less than the distance center to center of columns in that direction. Continuous bars should not all be bent up at the same point of their length, but the zone in which this bending occurs should extend on each side of the assumed point of inflection, and should cover a width of at least one-fifteenth of the panel length. Mere draping of the bars should not be permitted. In four-way reinforcement the position of the bars in both diagonal and rectangular directions may be considered in determining whether the width of zone of bending is sufficient. (m) Reinforcement at Construction Joints.--It is recommended that at construction joints extra reinforcing bars equal in section to 20 per cent of the amount necessary to meet the requirements for moments at the section where the joint is made be added to the reinforcement, these bars to extend not less than 50 diameters beyond the joint on each side. (n) Tensile and Compressive Stresses.--The usual method of calculating the tensile and compressive stresses in the concrete and in the reinforcement, based on. Nº de ref. de la librería AAV9781230462172

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Hool, George A.
Editorial: Theclassics.Us 9/12/2013 (2013)
ISBN 10: 1230462171 ISBN 13: 9781230462172
Nuevos Paperback or Softback Cantidad: 10
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Descripción Theclassics.Us 9/12/2013, 2013. Paperback or Softback. Estado de conservación: New. Concrete Designers' Manual, Tables and Diagrams for the Design of Reinforced Concrete Structures. Book. Nº de ref. de la librería BBS-9781230462172

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George A. Hool
Editorial: Theclassics.Us
ISBN 10: 1230462171 ISBN 13: 9781230462172
Nuevos Paperback Cantidad: > 20
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Descripción Theclassics.Us. Paperback. Estado de conservación: New. This item is printed on demand. Paperback. 38 pages. Dimensions: 9.7in. x 7.4in. x 0.1in.This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1921 edition. Excerpt: . . . moment should extend on each side of a line drawn through the column center at right angles to the direction of the band at least a distance equal to thirty-five one-hundredths of the panel length, and bars in diagonal bands used as reinforcement for positive moment should extend on each side of a diagonal through the center of the panel at least a distance equal to thirty-five one-hundredths of the panel length; and no splice by lapping should be permitted at or near regions of maximum stress except as just described. Continuity of reinforcing bars is considered to have advantages, and it is recommended that not more than one-third of the reinforcing bars in any direction be made of a length less than the distance center to center of columns in that direction. Continuous bars should not all be bent up at the same point of their length, but the zone in which this bending occurs should extend on each side of the assumed point of inflection, and should cover a width of at least one-fifteenth of the panel length. Mere draping of the bars should not be permitted. In four-way reinforcement the position of the bars in both diagonal and rectangular directions may be considered in determining whether the width of zone of bending is sufficient. (m) Reinforcement at Construction Joints. --It is recommended that at construction joints extra reinforcing bars equal in section to 20 per cent of the amount necessary to meet the requirements for moments at the section where the joint is made be added to the reinforcement, these bars to extend not less than 50 diameters beyond the joint on each side. (n) Tensile and Compressive Stresses. --The usual method of calculating the tensile and compressive stresses in the concrete and in the reinforcement, based on. . . This item ships from La Vergne,TN. Paperback. Nº de ref. de la librería 9781230462172

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