PRE ENGINEERED BUILDINGS

CIVIL PROJECTS

U need solutions Private Limited

Vision

Mission

Ÿ To be one of the best solu�on provider in Pre engineered

building industry by delivering the finest projects with

utmost customer sa�sfac�on.

Ÿ To deliver quality projects to customers to establish las�ng rela�onships by exceeding their

expecta�ons.

Ÿ To suggest innova�ve building solu�ons to all industrial and other needs with eco friendly systems.

Ÿ To provide turnkey solu�ons for PEB and civil construc�ons as per the customer requirement.

Mission

U Need Solu�ons Private Limited (An ISO 9001 : 2008 cer�fied company) is a trustworthy turnkey solu�on

provider in the field of Pre Engineered steel buildings as well as civil structures and is rapidly growing since its

establishment with the support of its happy customers and professional human resources. The company is

surging ahead as a integrated player with strong design, planning and execu�on capabili�es and is proved in

delivering astonishing projects as per the customers need at several places across India. At U Need our philosophy

goes hand in hand with our values and systems. We work hard to ensure that every employee of the organiza�on

understands our customer’s business and product expecta�ons to deliver the project on �me and with a

compe��ve price. More importantly, we strive to be friendly and open to customers so that they love doing

business with us. U Need senior management directly gets involved in key projects to ensure trust and build long-

las�ng rela�onships.

About us:

U Need solu�ons manufacturing facility has been established at Hyderabad, Telangana state. This is fully equipped with advanced machinery to produce en�re range of products relevantto steel buildings. We give utmost priority to safety and provide �mely training ’s to staff as per the industrial safety norms .

PEB System

A PEB(Pre Engineered Steel Building) is the complete steel building package that is delivered to the site as a fully

finished product which includes structural steel which are called primary members and cladding system which are

called secondary members and building accessories. Erec�on will be done by bol�ng the components and no site

fabrica�ons or welding involved in this system. This result in �me saving in construc�on with good quality

compared to tradi�onal conven�onal type. Inherent resistance to earthquakes and tornados makes PEB system

the preferred choice of many.

U Need Solutions can supply and install:

Standard Practice:

Our steel buildings are economical but purposefully diverse in func�ons. Fully computerized designing, detailing

and quality inspec�ons allow our steel to meet and exceed the standards stated by U.S codes. The standards that

we use for our designing the structures, cold form sec�ons and welding in fabrica�on shop are as follows.

Ÿ Manual of steel construc�on

By AISC American ins�tute of steel construc�on

Ÿ Cold formed steel design manual

By AISI American iron and steel ins�tute

Ÿ Structural welding code

By American welding society

Ÿ Manufacturing facili�es

Ÿ Ware houses

Ÿ Auditoriums

Ÿ Sport halls

Ÿ Func�on halls

Ÿ Aircra� hangers

Ÿ Mul�storied buildings

Ÿ Labor camps

Ÿ Cold storage

Ÿ Low rise buildings

Ÿ High rise buildings

Ÿ Conven�on centers

Not only buildings we build relationships too...

Building The building, as specified herein consists of anchor bolts, column, ra�ers, bracing, connec�on clips, roof purlins, girts, shee�ng, flashing, trims etc.. All materials are branded and free from defects.

Building widthO/O.Building width is the distance between the outside steel line of one side wall column + steel line to the outside line of side wall column of the opposite side. Any width is possible.

C/C.Building width is defined as distance from the center of main framed column of one side wall to the center of main framed column of the opposite side wall.

Building lengthO/O. Building length is the distance between the outside steel line of end wall column+ steel line to the outside line of end wall column of the opposite side. Any length is possible.

C/C. The building length is defined as distance from the center of main framed column of end grid side wall to the center of main framed column of the opposite end grid side wall.

Building heightBuilding height is eave height that is usually the distance from the bo�om of the main framed column base plate to the top cap plate of the main framed column. When the column are elevated from finished floor level of the building height is the distance from finished floor level, the building height is the distance from finished floor level to the top of the cap plate of the main framed column. the building clear height is the distance from ffl to the bo�om of the end plate of the ra�er at the knee.

Bay spacingBay spacing is the distance between two adjacent main frame columns and 7-8 meters are economical.

Steel lineSteel line is defined as distance between the centre of the main frame to the inside of the shee�ng line.

Brick wall conditionThere will be 10� brick wall normally but not mandatory.

Roof SlopeGenerally it is 1:10.Slopes between 1:5 to 1:20 are used if required.

PEB Structural Elements

Conventional vs PEB

TRAITS PRE ENGINEERED BUILDING CONVENTIONAL BUILDING

StructureWeight

PEB’s are 30% lighter on an average because of efficient use of cold formed steel.

It is made up of heavy buildingcomponents and hot rolled steel sec�on.

Founda�on Simply design, easy to construct. Extensive, heavy founda�on required.

CostAccurate cost is already known beforeconstruc�on. Generally 30% less thanconven�onal.

Es�mated cost is known, usually havinga big varia�on from actual cost.

TimeErec�on �me is already known and it iscompleted in a couple of weeks.

It takes a 2-3 months minimum.

SeismicResistance

The low weight flexible frames offer higherresistance to seismic forces.

The low weight flexible frames offer higherresistance to seismic forces.

Source &Coordina�on

It is a single stop solu�on, designing,fabrica�on and installa�on done bye one.

Pipe lining process creates co-ordina�onproblem, so its difficult to handle.

FlexibilityExpansion

Future expansion is very easy and simple.Future expansion is most tedious andmore costly.

RelocatableIt is made by bolted connec�ons and can bedismantled and erected in a short span of �me.

Is is not possible to relocate concretemade conven�onal buildings.

Consistent &superior quality

Savings inconstruc�on �me

Turnkeysolu�ons

Seismicresistence

Architecturalversa�lity

Energyefficiency

Lowmaintenance

Flexibility inexpansion

Suitable forvaried projects

Reduc�on inproject cost

PEBADVANTAGE

Ridge Line

Building Width

Max. Practical Width = 80m

Clear Span (cs)

Ridge Line

Width module

Building Width

Width module

Max. Practical Width Module = 70m

Multi Span “1” (ms-1)

Width module Width module Width module

Building Width

Max. Practical Width module = 70m

Multi Span “2” (ms-2)

Ridge Line

Width module Width module Width module Width module

Building Width

Max. Practical Width module = 70m

Multi Span “3” (ms-3)

Ridge Line

Ridge Line Ridge Line

Width module Width module

Building Width

Max. Practical Width = 80m

Multi Gable (MG)

Building Width

Max. Practical Width = 50m

Single slope

The most common primary framing systems are shown below. All the shown frames are symmetrical about the ridge line and mul� span/mul�gable framing. Framing with unequal modules are possible but may require more engineering �me and possible long delivery. The frames shown below are with bypass side wall girts, flush side wall girt are most expensive and less prac�cal op�ons.

Primary Rigid Frames

Mezzanine joists are built up or hot rolled I sec�on that are normally spaced at 1.5 m, for 150 mm thick concrete slab. Joist connects to mezzanine beams with flush type connec�on. The clear height below the mezzanine is normally 3m above the finished floor level.

Mezzanine concrete slab should be designed to support the dead load and live load and collateral load.

Mezzanine deck fasteners are 5.5 mm diameters, self drilling screws with hex angel thread nuts they are spaced at 333 mm on centers without scaling.

A Mezzanine system is used to provide a separate floor in the building. A mezzanine consists of independent columns, main beams, joists and deck panels.Mezzanine beams or joist can be connected directly to main frame columns.Mezzanine beams are built up I sec�ons that are normally spanning in the direc�on of rigid.

Mezzanine Systems

Pre-Engineered Steel Building System

DOUBLE SLIDING DOORS

Design Produc�on Transport Installa�on

INDUSTRIAL LOUVERS

Standard roof monitors have a throat opening width of 1m and are made of hot rolled (or) built-up sec�ons. Wider throat opening width is also possible. Panels for the monitors are made of the same material as the roof panels. Eaves are constructed with panels, a bird screen mesh is provided along both side walls of the roof monitors.

Standard side wall roof extensions are 1.5 m wide. They are made of 200 mm deep hot rolled of built-up sec�ons ra�er and 200 mm flush eave struts and purlins making it possible to add an op�onal soffit panel without the need of addi�onal framing. Wider extensions and extensions that support fascias are achieved using tappered built up ra�ers and by pass purlins.

When crane system is required we will provide column brackets, crane runway beams & lateral �e that support crane system. In this case we require complete crane informa�on in order to design and es�mate crane buildings.

The most common types of the crane systems in pre engineered buildings are

Roof Monitors, Roof Extensions

Crane systems

GANTRY CRANE

ROOF MONITOR CROSS SECTION SIDE WALL ROOF EXTENSION

TOP RUNNING CRANE(EOT)

There are five common types of fascias. We recommend the use of ver�cal and center curved fascias because they can be used without the added expense and maintenance requirement of valley gu�ers.

Fascias

Secondary structural members are made from material that conform to ASTM A653M grade SS : 340 G90 class 1 and are designed in accordance with the 2002 edi�on of the AISI,cold formed steel design manual. It includes roof purlins, wall girts, eave struts sec�on, flange braces, gable angels and base angels. Purlins, eave struts and C – sec�on are rolled forms from 345 mm wide galvanized coils in thickness of 1.5, 1.75, 2.0, 2.25 and 2.5mm.

Secondary Structural Members

End walls girt frame to corner columns and wind columns either in a flush manner or in by – pass manner. Bearing frames and wind columns are manufactured from built up I – sec�ons instead of the less standard C- sec�ons used by other PEB manufacturers of this region rod bracing is shown. Rod bracing shall confirm to ASTM A36 or equivalent with minimum yield stress of 34.5 KN/cm2.

End walls and Bracing systems

High grade steel plate conforming to ASTM A572 grade 50

Primary Built up Members

Typical Rafter Typical Column

Tyipcal “Z” Section

Typical “C” Section

Standard canopies are 1.5 m wide. They are can�levers beyond the steel lines of a building at a height that is below the eve. Their ra�ers are made of hot rolled or built up sec�ons. The canopies can be supplied with or without soffit panel.

Canopies

Canopy

Full length canopy

Canopy with return down spouts

Roof and wall panelsSingle skin wall and roof panels are supplied in 45/250 profile 0.5 mm pre painted galvalume sheet for cladding and 0.47 mm bare galvalume shee�ng for roofing.

Trims, Roof drain components and panel sundry items Standard trims, including corner trim, transac�on trim, eave gu�ers and downspouts are manufactured from 0.5 mm pre painted Alu - zinc/G.I steel in a standard color. They are strong, less prone to damage and can be supplied in longer lengths providing a be�er appearance. Wall trims are made of the same color as well.

Shee�ng colors are available as below

Half White Green Mist Green Autumn Red Royal Blue

Sky Blue Yellow Beige Grey Bare Galvalume

Proposal offering

Revision of drawings if any

Job approval

Approval of drawings

Production drawings and bill of material

Material fabrication

Release of job for shipment

Quality control process

Transportation to site

Erection

Job enquiry

Job processing activities

Big Basket Puma Infrastructure Pvt. Ltd.Lakepriya EnterprisesSri Shyam Addi�ves Pvt. LtdSS Interna�onalKG Reddy & Co.Dundo GroupSR IndustriesCP Seeds & more.

Clientele

Accessories

Turbo Ven�lator Sky Lights Fixed Louvers

HS Nuts & Bolts Fastners Bubble Insula�on

U Need Por�olio includes design, engineering and turnkey contrac�ng services, development of relevant technologies to improve infrastructure and provide total solu�ons to large projects including civil works, electrical, interiors, web designing, digital marke�ng & SEO.

Office:6-1485, 2nd Floor, Prameela Mansion, Opp. Syndicate Bank, Pragathi Nagar, Hyderabad - 500090.Ph: 040 - 64551117 www.uneedsolu�ons.in

Factory:Sy No.725,726,727,Opp.Road to Radhika gardens,Devara Yamzal road,Kompally,R.R.District,Telangana 500078.