SP-34 FOR REINFORCEMENT DETAILING EBOOK DOWNLOAD

IS SP 34 Handbook on Concrete Reinforcement and Detailing With Amendmment 1 - By Bis: Buy its Hardcover Edition at lowest price online for. IS SP Handbook on Concrete Reinforcement and Detailing Hardcover Books- Buy IS SP Handbook on Concrete Reinforcement and Detailing Books. Comments. IS Code. Recent; Popular; Featured. IS - - Pallets for materials.


SP-34 FOR REINFORCEMENT DETAILING EBOOK DOWNLOAD

Author: Sigrid Kirlin
Country: Singapore
Language: English
Genre: Education
Published: 13 January 2016
Pages: 234
PDF File Size: 19.4 Mb
ePub File Size: 10.73 Mb
ISBN: 773-3-46345-646-8
Downloads: 42820
Price: Free
Uploader: Sigrid Kirlin

SP-34 FOR REINFORCEMENT DETAILING EBOOK DOWNLOAD


Can be properly placed.

SP-34 FOR REINFORCEMENT DETAILING EBOOK DOWNLOAD

In the case of bundled bars, lapped sp-34 for reinforcement detailing of bundled bars shall be made by splicing one bar at a time; such individual splices within the bundle shall be staggered. Make sure that hooked and bent up bars can be placed and have adequate concrete protection.

Indicate all expansion, construction and contraction joints on plans and provide details for such joints.

The location of construction joints shall be at the point of minimum shear approximately at mid or near the mid points. It shall be formed vertically and not in a sloped manner.

Presentation on Reinforcing Detailing Of R.C.C Members

Where splices are provided in bars, they shall beas far as possible, away from the sections of maximum stresses and shall be staggered. Only closed stirrups shall be used for transverse rein.

SP-34 FOR REINFORCEMENT DETAILING EBOOK DOWNLOAD

For members subjected to torsion and for members likely to be subjected to reversal of stresses as in Seismic forces. To accommodate bottom bars, it is good practice to make secondary beams shallower sp-34 for reinforcement detailing main beams, at least by 50mm.

  • Presentation on Reinforcing Detailing Of R.C.C Members
  • REINFORCING DETAILING OF R.C.C MEMBERS - ppt video online download
  • What does “SP” stand for in SP Handbook on Concrete Reinforcement and Detailing? - Quora
  • SP 34 (1987): Handbook on Concrete Reinforcement and Detailing
  • Account Options
  • REINFORCING DETAILING OF R.C.C MEMBERS

A reinforced column shall have at least six sp-34 for reinforcement detailing of longitudinal reinforcement for using in transverse helical reinforcement. A min four bars one at each corner of the column in the case of rectangular sections.

Keep outer dimensions of column constant, as far as possiblefor reuse of forms.

IS SP 34 Handbook on Concrete Reinforcement and Detailing With Amendmment 1 - 9788170610069

Preferably avoid use of 2 grades of vertical bars in the same element. Reinforcement shall not extend across an expansion joint and the break between the sections shall be complete. Flexural reinforcement preferably shall not be terminated in a tension zone. Bars larger sp-34 for reinforcement detailing 36mm dia.

SP 34 - - Handbook on Concrete Reinforcement and Detailing | QuestIn

Shall not be bundled. Lap splices shall be not be used for bars larger than 36mm dia.

Where dowels are provided, their diameter shall not exceed the diameter of the column bars by more than 3mm. The building plan DX-3 shows the slabs in different levels for the purpose of eliminating the inflow of rainwater into the room sp-34 for reinforcement detailing the open terrace and also the sunken slab for toilet in first floor.

SP 34 : Handbook on Concrete Reinforcement and Detailing Download ( Pages | Free )

The building plan DX-A3 is one in which the client asked the architect to provide opening all round. Sp-34 for reinforcement detailing enlarged details at corners, intersections of walls, beams and column joint and at similar situations. Congestion of bars should be avoided at points where members intersect and make certain that all reinforcement can be properly placed.

In the case of bundled bars, lapped splice of bundled bars shall be made by splicing one bar at a time; such individual splices within the bundle shall be staggered.

Make sure that hooked and bent up bars can be placed and have adequate concrete protection. Indicate all expansion, construction and contraction joints on plans and provide details for such joints. The location of construction sp-34 for reinforcement detailing shall be at the point of minimum shear approximately at mid or near the mid points.

It shall be formed vertically and not in a sloped manner.



Other: