adsense analytic

Wednesday, November 22, 2017

16-Hour Structural Engineering (SE) Practice Exam for Buildings (STBDPX3), 3rd Edition – An exclusive book for civil engineering students

Joseph S. Schuster,SE, PE and Simpson Gumpertz & Heger (SGH) have jointly written an exclusive construction e-book known as 16-Hour Structural Engineering (SE) Practice Exam for Buildings (STBDPX3), 3rd Edition.

The book is available in paperback version and contains 184 pages. In the book, there are 40-problem, multiple-choice breadth exams and two four-essay depth exams in accordance with the NCEES SE exam’s format and specifications.

It takes an average of six minutes to resolve the multiple-choice problems provided in the book. It takes 1 hour to resolve the essay problems.
Extensive step-by-step solutions are provided for all problems with precise and well-organized problem-solving approaches. The solutions to the depth exams’ essay problems apply blue text to recognize the information to be expected for being contained in your exam booklet to obtain full credit. The additional content applies black text to makeyour understanding of the solution process better.
16-Hour Structural Engineering (SE) Practice Exam for Buildings will provide the following benefits to the students:
• Make them ready for all four exam components
• Associate appropriate theory to exam-like problems
• Recognize perfect problem-solving approaches
• Explore with the exam-adopted codes and standards
• Solve problems under timed conditions
The following referenced codes and standards are used in the book :-
• AASHTO LRFD Bridge Design Specifications (AASHTO)
• Building Code Requirements and Specification for Masonry Structures (TMS 402/602)
• Building Code Requirements for Structural Concrete (ACI 318)
• International Building Code (IBC)
• Minimum Design Loads for Buildings and Other Structures (ASCE/SEI7)
• National Design Specification for Wood Construction ASD/LRFD (NDS)
• North American Specification for the Design of Cold-Formed Steel Structural Members (AISI)
• PCI Design Handbook: Precast and Prestressed Concrete (PCI)
• Seismic Design Manual (AISC)
• Special Design Provisions for Wind and Seismic with Commentary (NDS SDPWS)
• Steel Construction Manual (AISC)
To purchase the book online, click on the following link www.thestructuralengineer.info
16-Hour Structural Engineering (SE) Practice Exam for Buildings (STBDPX3), 3rd Edition – An exclusive book for civil engineering students

~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~


Tuesday, November 21, 2017

Civil Engineering – The newest construction app for engineering science students & professional

Civil Engineering is a powerful civil engineering app that includes the fundamentals of civil engineering.

There are various types of crucial topics, notes, materials, videos included in the app.

The civil engineering students can download the app and utilize it as reference material & digital book for civil engineering program & tech degree courses.
This app is very useful for the following sectors :-
a. Transportation
b. Coastal engineering
c. Structural
d. Environmental
e. Geotechnical
f. Construction
g. Architectural
h. Engineering mechanics
This handy Civil Engineering App involves 60 topics supported with detailed notes, diagrams, equations, formulas & course material. The topics are segregated in 5 chapters. The app is specifically designed for all the engineering science students & professionals.
The app offers quick revision and reference to some vital topics like a detailed flash card notes. With this app, the student or a professional can easily avail interview for jobs.
The app can be applied to track your learning, set reminders, edit the study material, adjoin favorite topics as well as spread the topics on social media.
All the topics are supported with diagrams, equations and other forms of graphical representations to simplify the process for learning and understanding.
Civil Engineering Basics is a vital portion of engineering education courses and technology degree programs at different universities.
One can download the app from google play store by clicking the following link play.google.com
Civil Engineering – The newest construction app for engineering science students & professional

~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~


Monday, November 20, 2017

Some useful processes to resist corrosion in steel reinforcement

In order to resist damage and failure of concrete structures, steel reinforcement Corrosion control methods are undertaken. Near about forty percentage of collapsing of concrete structures occur due to corrosion of inner steel reinforcement.

There are various reasons for the corrosion of steel reinforcement which range from the quality of concrete, atmosphere, and quality of construction practices.


Initially, it is required to arrange superior quality of concrete via good construction practices to manage corrosion in rebar. To manage rebar corrosion, the focus should be given on various factors like the quality of concrete materials, mixing, placing and compaction methods and good workmanship.
Quality control in concrete construction minimizes the scopes of corrosion. By applying the following methods, the corrosion of reinforcement bar can be controlled efficiently.
Steel reinforcement corrosion control processes :-
• Cement-Polymer Composite Coated Rebars (CPCC)
• Fusion Bonded Epoxy Coated Rebars (FBEC)
• Corrosion Resistant Steel Deformed Rebars (CRSD)
1.Cement-Polymer Composite Coated Rebars (CPCC): Cement polymer coat rebar implanted in concrete are encircled through an alkaline medium. A cement base coating is very effective in controlling reinforcement corrosion. Two coats of cement polymer are used on rebar like first Primer coat and a sealer coat.
Products contained in Cement Polymer Composite Coated rebar are:
• De-rusting Solution
• Alkaline Powder
• Phosphating Jelly
• Inhibitor Solution
• Sealing Solution
2. Fusion Bonded Epoxy Coated Rebars (FBEC): Fusion bond epoxy coat rebar is formed with 100% solid delicately grounded fuse powder particles. These particles are dissolved through heating to develop a permanent adherent film. There is not any passivating primer film contained in FBEC rebars. It produces a medium of weakness in the path of an intimate bond among rebar and alkaline concrete.
Epoxy provides the coating to the rebar with the following :-
• Melts
• Flows
• Gels
• Cures
• Cools
• Adheres to coating
3. Corrosion Resistant Steel Deformed Rebars (CRSD): Under this method, an initial layer of protective oxide or rust is created to resist the corrosion. On general rust on normal rebars, the CRSD rust is passive, persistent and self-renewing. The preventive oxide is fine texture, tightly adherent and a barrier to moisture, oxygen, carbon dioxide, Sulphur dioxide. The chloride provides protection against corrosion.
It is suggested to employ corrosion resistance Steel Deformed Rebars to resist corrosion of concrete structures, damage, and collapsing of concrete structures.
Article Source : www.cforcivil.com
Some useful processes to resist corrosion in steel reinforcement

~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~


Saturday, November 18, 2017

How to design reinforced & unreinforced concrete and masonry gravity retaining walls as per Euro & BS codes

MasterKey Retaining Walls Design provides the most extensive program that can be used for creating the design of both reinforced and unreinforced concrete and masonry gravity retaining walls as per Eurocode 7, BS 8002, BS 8110, CP2 IS 325 and BS 5628 Part1 and Part2. Highways design by adhering to BD 30/87 & BD37/01 is also comprised.

The users can easily use MasterKey Retaining Walls with a short learning curve.


With it’s collaborative nature, it is possible to instantly view the effects of inserting loads, piers, ties and props, rectifying reinforcement as well as the wall geometry or soil properties. MasterKey Retaining Walls offers you complete control over the design method, allowing you to improve the efficiency of the wall.
• Design Codes: British, Irish & Eurocode design
• Concrete retaining wall design
• Masonry retaining wall design
• Cavity, bed-joint and pocket reinforcement in masonry walls
• Design to Eurocode 7, BS 8002 or CP2
• Design to Highways BD 30/87 & BD 37/01
• Stiffened and unstiffened walls including buttressed and counterfort walls
• Layered soil modelling
• Water table and horizontal surge force
• Cohesive and granular soils
• Sloped or stepped front and back faces
• Upstand above top of soil
• At rest earth pressure
• Multiple props, ties and spring supports
• Line loads on wall, base and embankment
• Partial distributed surcharges
• Exports DXF details
• Exports details to MasterRC for AutoCAD
• Schedules using the MasterRC Scheduler
In order to download a full functioning 30-days trial version, click on the following link masterseries.com

~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~

Friday, November 17, 2017

Learn the process to Seal or Repair Cracks in Concrete Floors & Walls

This article sheds light on how to seal and repair cracks in concrete floors, poured concrete slabs, foundations, walls, or other masonry.

Information is provided for all the existing processes which are useful to seal control joints or cracks taking place in those building surfaces.

Information is also given for the properties, general process, and benefits and disadvantages of each process like control joint inserts, masonry caulks, radon crack sealants, semi rigid epoxy resin crack fillers, special poly urea caulks designed as a joint filler - polyurethane foam injection to seal cracks, grouts along with portland cement, latex-modified, epoxy, modified epoxy-supported, and furan grouts or other products applied to fill or seal cracks in concrete or other masonry surfaces & structures.
Discussion is made on how to select among and utilize the alternative procedures for repairing or sealing cracks in masonry surfaces like poured concrete floor slabs, concrete foundation walls, or brick or masonry block foundation walls. Application of epoxy sealants, polyurethane foam sealants, and hydraulic cement crack repair sealants.
This article series also explains how to identify and analyze different types of foundation failure or damage, like foundation cracks, masonry foundation crack patterns, and moving, leaning, bulging, or bowing building foundation walls.
Types of foundation cracks, crack patterns, variations in the meaning of cracks in several foundation materials, site conditions, building history, and other evidence of building movement and damage are explained to facilitate identifying foundation defects and to allow the inspector for isolating cosmetic or low-risk conditions from those expected to be crucial and potentially costly to repair.
The focus is also given on a list of materials utilized to fill poured concrete slab control joints. Also learn how to seal a cracked masonry foundation wall or floor slab. Typical concrete crack groundwork for sealant with an epoxy product.
Application of Polyurea as a control joint filler or crack sealant in concrete slabs (Polyurethane Foam Injection Method). Utilization of Epoxy-supported Grouts as a control joint or crack filler in concrete slabs or walls. Complete lists of the Types of Tile Grouts, their Bonding Agents and other Properties. As well as Concrete expansion joint sealant products, epoxies, caulks.
Utilization of Hydraulic Cement for Repairs in Concrete Slabs, Foundations, or Masonry Block/Brick Walls.
To get more details, go through the following link inspectapedia.com
Learn the process to Seal or Repair Cracks in Concrete Floors & Walls
~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~

Thursday, November 16, 2017

Brief overview of various building elements necessary for reinforced concrete structure

1st Floor: It belongs to the floor that contains 1 storey height over ground.

Basement Floor: The floor that is located at basement of the building. It is also known as cellar. The basement floor is situated either entirely or partly underneath the ground floor. A basement is utilized closely in the similar way like a supplementary above-ground floor of a house or other building.

The application of basements mainly based on several factors associated with a specific geographical area like climate, soil, seismic activity, building technology, and real estate economics.
The concrete floor in most basements is not included in the foundation structurally except the basement walls. With the surge of warm air, basements are normally cooler compared with the remaining part of the house. In summer, it makes basements damp, because of the greater relative humidity.
Basement Wall: The wall that encircles the basement floor is known as the basement wall and it considered as a vital portion of the foundation structurally. The basement walls stands for shear walls which have the ability to withstand the lateral loads also. Besides, these walls are considered as highly non-porous and water-defiant.
Column Bracket: Column Bracket is over hanged from the column and it is useful for hanging or affixing lamps, bulbs or other accessories to it similar to road signs.
Column Capital: Column capital belongs to an architectural element that is utilized for aesthetic purposes to develop the uppermost member of a column.
Drop Panels: The objective of drop panels is to solidify the slab around the column in flat slabs to get rid of punching shear. As flat slabs do not contain stirrups, shear is defended by solidifying the slab around the column to raise the concrete in shear. Beams are also applied, but normally drop panels are most effective to get rid of conflicts with the electro-mechanical works of the structure.
Exterior Columns: These are the columns which provide support to the primary structure of the building. Normally in frame structures, the exterior columns are very crucial and sustain the load of the building as well as withstand environmental factors like wind, rain, and other physical factors.
Flat Plate: These are the slabs to be attached with the columns directly. Flat plate system is mostly recognized by the engineers as it offers huge benefits. The system can curtail the height of the building, offer more flexible spatial planning as there are no beams. It also minimizes the material cost significantly. But the issue is that it can be easily broken and may collapse against punching shear. Because of the comparatively small floor loading and the tight column spacing, flat plate construction is getting popular.
To combat greater loading and larger column spacing, column capitals are necessary, and for even bigger spans to decrease the self-weight, waffle slabs are required.
To get more information, go through the following article www.aboutcivil.org
Brief overview of various building elements necessary for reinforced concrete structure


~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~

Wednesday, November 15, 2017

Placement of lap in column as per IS Code 13920

This construction video tutorial sheds light on reinforcement lapping zone in column. By going through this video, one can learn how to place lap in exact position in column by adhering to IS code 13920.

A lap is required when two pieces of reinforcing bar (rebar) are overlapped to produce a constant line of rebar. The length of the lap fluctuates according to the concrete strength, the rebar grade, size, and spacing.


The objective of lap is to transmit load from one bar to another bar as well as retain continuity. The positioning of lap is dependent on the bending moment of the column.
Lap length refers to the length of the overlap of bar necessary to securely transmit stress from one bar to another. Lap length varies on the basis of tension and compression zones and mostly relies on grade of concrete and steel. Development length refers to the length of the bar necessary to transmit stress from steel to concrete.
Rebars in column should have been lapped at around 5 feet from the story.
As stated by I.S. 13920 Vertical bars of Columns should be lapped in regular zone (Mid-height ) only and it should be spread out i.e. not surpassing 50% of bar is lapped at one section. Besides, lowest clear vertical distance among lapped bars should be 0.25 times lap length.
To get more details, watch the following video tutorial.

Read more

~~~~~~~~~~~~~~~~~~~~~~~~~
Published By
Rajib Dey
www.constructioncost.co
~~~~~~~~~~~~~~~~~~~~~~~~~