Showing posts with label Design of Structures. Show all posts
Showing posts with label Design of Structures. Show all posts

Saturday, August 30, 2014

Design of Flat Plate Slab [pdf]

Structural Concrete Slabs are constructed to provide flat surfaces, usually horizontal, in building floors, roofs, bridges, and other types of structures. The slab may be supported by walls, by reinforced concrete beams usually cast monolithically with the slab, by structural steel beams, by columns, or by the ground. The depth of a slab is usually very small compared to its span.

To read more about slabs, definition, classification, comparison of different types of one-way and two way slabs go here >>> Click here to read more about slabs

The design I am going to share with you today is Design of Flat Plate Slab as by definition;

Flat plate slab is that in which slab is directly supported on columns without column capital, drop panel or beams. 

This design is a complete flat plate slab design, from shear to bending along with design of columns and shear head reinforcement.

Features of the design

This flat plate slab design is hand written involving each step by step detailed calculation with drawings and detailing. 

Steps involved in Design of Flat Plate Slab


  • Load Calculation
  • Total Factored Static Moment
  • Limitations of DDM
  • Longitudinal Distribution of Moments
  • Torsional Constant C
  • Transverse Distribution of Longitudinal Moments
  • Design of Slab Thickness and Reinforcement
  • Shear Design
  • Design of Columns
  • Design of Shear Head Reinforcement

Preview of the Design of Flat Plate Slab

So Here is the simple Preview of the flat plate slab design:



Download flat plate slab Design with Details

Now enjoy the fast one click flat plate slab design for free, click any of the link below;



or




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Friday, August 29, 2014

What is slab?

Structural Concrete Slabs are constructed to provide flat surfaces, usually horizontal, in building floors, roofs, bridges, and other types of structures. The slab may be supported by walls, by reinforced concrete beams usually cast monolithically with the slab, by structural steel beams, by columns, or by the ground. The depth of a slab is usually very small compared to its span.

What is a slab? Or Slab System?


Firstly we should not confuse this word with SLAB which is acronym of Slow Low and Bangin which is mainly used in the south for any car that is fully customized.
Concrete slab is a common structural element of modern building. That is usually horizontal and has smaller thickness comparative of its span.

Slabs are used to furnish a flat and useful surface in reinforced concrete construction.

Classification or Type of Concrete Slab


In general, slabs are classified as being one-way or two-way. Slabs that primarily deflect in one direction are referred to as one-way slabs. When slabs are supported by columns arranged generally in rows so that the slabs can deflect in two directions they are usually referred to as two-way slabs.

One way and two way slabs


One more definition regarding one-way and two –way slab is that if one direction span to other direction span ratio (or more precisely if longer dimension to shorter dimension ratio) is greater than 2 it is termed as two way slab, otherwise if less than two it is termed as two-way slab.
One way slab with beams
two-way slab with beams

Classification of Two way Slabs


Two way slabs may be strengthened by the addition of beams between the columns, by thickening the slabs around the columns (drop Panels), and by flaring the columns under the slabs (Column Capitals).

Flat Plates Slab Definition 


These are solid concrete slabs of uniform depths that transfer loads directly to the supporting columns without the aid of beams or capitals or drop panels.
flat plate

Flat Slabs Definition 


Flat slabs include two-way reinforced concrete slabs with capitals, drop panels, or both. These slabs are very satisfactory for heavy loads and long spans. Although the formwork is more expensive than for flat plates, flat slabs will require less concrete and reinforcing than would be required for flat plates with the same loads and spans. They are particularly economical for warehouses, parking and industrial buildings, and similar structures where exposed drop panels or capitals are acceptable.
Flat Slab

Flat slabs Vs Flat Plate Slabs



  • Flat plate slabs can be constructed quickly due to their simple form work and reinforcing bar arrangements. 
  • They need the smallest overall story heights to provide specified headroom requirements, and they give the most flexibility in the arrangement of columns and partitions. 
  • They also provide little obstruction to light and have high fire resistance because there are few sharp corners where spalling of concrete might occur. 
  • Flat plates are probably the most commonly used slab system today for multistory reinforced concrete hotels, motels, apartment houses, hospitals, and dormitories. 
  • Flat plat slabs present a possible problem in transferring the shear at the perimeter of the columns. In other words, there is a danger that the columns may punch through the slabs. 
  • As a result it is frequently necessary to increase column sizes or slab thickness or to use shear heads. Shearheads consist of steel I or channel shapes placed in the slab over the columns. 
  • Although such procedures may seem expensive, it is noted that the simple formwork required for flat plates will usually result in such economical construction that the extra costs required for shearheads are more than canceled. For heavy industrial loads or long spans, however, some other type of floor system may b required. 



Beam supported slab Definition


A two-way slab with beams is a type of floor system is obviously used where its cost is less than the costs of flat plates or flat slabs. In other words, when the loads or spans or both become quite large, the slab thickness and column sizes required for flat plates or flat slabs are of such magnitude that it is more economical to use two-way slabs with beams, despite the higher form work costs.

Saturday, August 23, 2014

Online Design of T-Beam, Reinforced Concrete Design in one Click Online.

Reinforced Concrete Floor systems normally consist of slabs and beams that are placed monolithic-ally. As a result, the two parts act together to resist loads. In effect, the beams have extra width's on their tops, called flanges and the resulting T-shaped beams are called T-beams. The part of a T Beam below the slab is referred to as the web or stem. The beams may be L-Shaped if the stem is at the end of the slab. 

In this particular post I will be sharing with you a very attractive and ready to use T-Beam Designer v1.1. It is a simple JavaScript code containing all the programming that is needed to design the T-beam, You only have to put the inputs as mentioned at the top and then just hit the calculate button, it will show each step-by-step calculation involved in the design of T-beam and then show you the results as well as the final cross-section diagram. 





What is T-Beam Designer

It is a complete Designer of T-Beam flexural and shear design programmed on JavaScript. It will help you in designing of T-Beam. T-Beam Designer not only give you the results but also shows you the calculation step-by-step involved in the Design of T-Beam.
It is a simple one click program, you just have to enter or input some values and after clicking one button you will get your design as desired.
T-Beam location and plan Layout

Steps for the Design of T-Beam


Step # 1 Calculating / Estimating Beam Dimensions
Step # 2 Calculating the factored load and factored moment
Step # 3 Calculating Effective Flange Width;
Step # 4 Calculating Moments 
Step # 5 Assuming a Lever Arm
Step # 6 Trial Steel Area;
Step # 7 Calculating and checking the value of a and z ;
Step # 8 Checking Minimum Reinforcing ;
Step # 9 Checking values of ε t and Φ

Do You Know?
 Lim, Paramasivam, and Lee (1987) discuss the problem of shear stress leading to failures of flanges detaching from webs when under load. This could prove catastrophic if allowed to occur in real life; hence, the very real need to mitigate that possibility with reinforcement for concrete T-beams.

How to Use T-Beam Designer V1.1 


There are 11 total inputs that you have to give to T-Beam Designer v1.1, which are as under;
Typical Cross-section of T-Beam

Live Load (L.L) 

Live load is that which is provided over the slab supported by the concerned T-Beam in units of psf

Dead Load (D.L)

this dead load is in addition to the load of slab and beam concrete like any other furniter etc. in units of psf

Span:

the span of beam is to be given in feet

Transverse Panel Length,

it is the center-to-center span between two consecutive T-Beams in transverse direction (as shown in the figure)

Concrete Compressive Strength (fc'):

it is 28 days cylindrical compressive strength in units of psi.

Steel yeild Strenth (fy): 

it is the grade of the steel in unit of psi

Strength Reduction factor (phi)

it is used to convert the applied moment to nominal design moment. 

Minimum Reinforcement Ratio (Rho min)

it is to be taken from any suitable table by comparing with fc' and fy

Type of concrete: 

the dimension estimation of the T-beam is also dependent on the type of concrete whether light weight or normal weight.

Thickness of slab: 

it acts as a thickness of flane in units of inches. 

Clear Cover: 

it is to be given in order to estimate d from h in units of inches. 

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Disclaimer
We are not responsible for the consequences of the result of its usage

Sunday, July 20, 2014

A Short Course on Tunnel Concept, Design and Construction by PIAS


Pakistan Institute of Engineering and Applied Sciences (PIAS) offer a short course on Tunnels Concept, Design and Construction on 25-26 August 2014, PIAS, Islamabad, Pakistan. The details of this course is as under.
Scope:
The Course focuses on planning, design and construction of tunnels, sharing the knowledge and experience of experts from Pakistan Atomic Energy Commission (PAEC).
    
Tunnel Construction Civil Engineering







Prospective Participants:

  • Professionals as well as people from academia in different firms / organizations / Institutes involved in this field.
  • Students of Civil, Mechanical and Mining Engineering can also attend.

Methodology: 

Lectures, discussions and case studies.

Venue: 

PIEAS, Nilore, Islamabad

Resource Person: 

Mr. Riaz Ahmad, Member CAC, PAEC

Phone Number:

 (+92) 300 8509658

Fee: 

PKR 10,000/- for Professionals and PKR 5,000/- for Students

Deadline for Registration: 

09th August 2014.
Application form can be downloaded from www.pieas.edu.pk

Thursday, July 3, 2014

Design of Bridges Excel Sheets Free Download

To provide a passage over an obstacle like a water body, a valley, canal or a road structure is built across that obstacle to span a space and allow the easy movement of the concerned bodies over those obstacles, such a structure is named as bridge. There are different types of bridges having different portions and parts but I will not be covering those parts and types here.
Today I will be sharing with you a very useful and very informative excel sheets programmed to design different portions and parts of bridges according to your requirement and your needs. The bridge design excel sheet includes 11 separate excel sheets.  The separate excel sheets are made to simple allow the easiness to be introduced.
These bridge design excel sheets are designed according the latest codes like ACI, AASHTO LRFD, etc.

Bridge Design Group

  • Bridge Concrete Girder Prestressed Concrete Girder Design for Bridge Structure Based on AASHTO 17th Edition & ACI 318-11 
  • Bridge Concrete Column Bridge Column Design Based on AASHTO 17th & ACI 318-11 
  • Bridge Box Section Bridge Design for Prestressed Concrete Box Section Based on AASHTO 17th Edition & ACI 318-11 
  • Concrete Tunnel Concrete Tunnel Design Based on AASHTO-17th & ACI 318-11 
  • Double Tee Prestressed Double Tee Design Based on AASHTO 17th Edition & ACI 318-11 
  • Concrete Box Culvert Concrete Box Culvert Design Based on AASHTO 17th Edition & ACI 318-11
     
  • Steel Road Plate Steel Road Plate Design Based on AASHTO 17th Edition & AISC 360-10 using Finite Element Method
     
  • Flange Tapered Girder Flange Tapered Plate Girder Design Based on AISC Manual 14th Edition (AISC 360-10)
     
  • Prestressed Concrete Pole/Pile Prestressed Concrete Circular Hollow Pole/Pile Design Based on ACI 318-11 & AASHTO 17th
     
  • FalseworkFalsework Design for Steel Girder Bridge Based on NDS 2012 & AASHTO 17th 
  • Polygon Capacity Polygon Section Member (Tubular Steel Pole) Design Based on ASCE 48-11
Download Free Excel Sheet (xls, xlx) for Bridge Design

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Saturday, February 22, 2014

Complete Design of Cantilever Retaining Wall [pdf]

Cantilever Retaining wall is a reinforced cement concrete (RCC) Structure that is used to retain and hold back loose soil and gravel behind where there are abrupt changes in slope beyond their natural and stable angle of repose.
Complete Design of Cantilever Retaining Wall

Design Criteria

As far as the stability of a retaining wall is concerned; it is of two types (i) external stability and (ii) Internal Stability

in external stability we try to make cantilever wall resist the overturning, sliding and settlement while in internal stability we try to make it resist the shear and bending moment. Usually in cantilever retaining wall only flexural and temperature or shrinkage reinforcement is provided and shear reinforcement is not provided as it would cause steel congestion, thus when there is requirement of shear reinforcement the area of concrete is increased.

In this post i will be sharing with you a pdf document containing the complete design example of a cantilever retaining wall. 

Steps


The usual steps involved are as follows;

(i) Determination of preliminary dimensions of cantilever wall
(ii) checking external stability
(a) F.O.S against overturning
(b) F.O.S against soil pressure or settlement
(c) F.O.S against sliding and determining whether key is needed or not

(iii) Design of Heel Cantilever for shear and flexural
(iv) Design of Toe Slab for shear and flexural
(v) Reinforcement of Stem
(vi) Determining the cut length for reinforcement in stem by the help of graph
(vii) Checking the ACI conditions
(viii) Temperature and Shrinkage reinforcement
(ix) Final Presenting the results

Document

Download Complete Design of Cantilever Retaining wall

Disclaimer 

This design example is only for educational usage, the consequences of its usage for any commercial or educational work will be the responsibility of the user and iamcivilengineer.com is by no means responsible for it. 

From Editor's Desk

Its been a long time we havn't post any useful data, but this design example will surely break that break. I hope you would like it we need your feedback and your response. Share it with your friends as well.