STEEL STRUCTURES

Product Details:

Decking Sheets

Composite metal deck is a cost-effective flooring systemused in may multi story buildings. Floors constructed ofcomposite metal deck ate typically designed such thatthe corrugated of composite metal deck are typicallydesigned such that the corrugated metal deck willsupport the weight of fresh concrete and someconstruction loads without requiring shoring.Once the concrete gains strength, the concrete andmetal deck act together as a composite member. Themetal deck acts as tensile reinforcement for the slab inresistance to positive moment stresses induced by deadand live loads.Traditional design practice dictates that minimumreinforcement is required in the transverse direction tocontrol any cracks that may occur due to temperatureand shrinkage movements. This minimum requirementfor reinforcing has traditionally been addressed via theuse of light-gauge welded wire mesh.

Additional Information:

• Production Capacity: 50 tonnes

Product Details:

Project : CONVENTIONAL HALL
Location : Hosakerehalli, BSK 3rd Stage, Bangalore
Types of Structures: Multi Floor Structure (G+5 With Steel Deck Slab)
Grid Spacing : 7.6M x 6M (Dining Hall) 18.2M x 6M (Party Hall) 12.1M x 6M (Room Area) & 6M x 32M (Main Hall)
Area : Width 32M x Length 67M =2,144 Sq. Mtr (65,000 Sq.ft) Floor Height 3.0M (Room Area) 4.0M (Dining Hall) and 8.5M (Stage Area)
Highlights :

• The Entire 2nd floor area rooms above the stage area supported only on two Main Beams for length 17.6M clear span.
• The clear Head room height stage area is 8.5M
• The main hall area above the party hall is supported on 18.2M Clear span.
• At Roof area, the gutters are resting on a 3.6M Cantilever supports.

Product Details:

STEEL STRUCTURES

In steel structure design we follow, design principles of World Codes. We create structural plan before execution which is elaborately illustrated with 3D images with the help of computer aided design.

STRUCTURAL ANALYSIS
The loads are defined and design is laid out, structural analysis would be performed to determine internal forces that will be produced in various members of the framework. Assumptions would be made to be ensuring that structural behaviour in reality and also in hypothetical situation. The load analysis - Dead load, Live load, Mean return period Recurrence interval, Live loads for various occupancies, reduction in basic design live load, Impact load and Wind load Factor of safety - The development of design specifications to provide suitable values of the margin of safety, reliability and probability of failure would be taken into consideration the following factors.

• Variability of the material with respect to strength and other physical properties
• Precision with which internal forces are calculated
• Possibility of corrosion
• Extent of damage, loss of life
• Operational importance
• Quality of workmanship

Product Details:

Corrugated Web Beams (CWB)

Corrugated web beam (CWB) The Corrugated web beam stands for the structural beam. The production process is exclusive designed by Sugam Engineer’s .It is built up girder with thin corrugated web and two “C” channel flanges. For the larger span, we use two webs. Corrugation in webs enormously increases their stability against buckling and can result in very economical designs.

Because of the high strength to weight ratio, the span lengths could be wider, so a less number of columns are needed. Further there are costs saving possible at the weight, concrete, transport, and erection comparing a standard I-girder. Since the corrugation of the web provides higher resistance against bending about the weak axis, none of auxiliary lifting equipment normally required. Due to weight advantages with the same per running meter corrugated we beam enables significantly greater clear span of 30meter for multi floor building and 60meter of single span for PEB.

Additional Information:

• Pay Mode Terms: T/T (Bank Transfer)
• Production Capacity: 50 tonnes

Product Details:

SHANKAR GALAXY MALL, TUMKUR

Project : MULTIPLEX THEATRE, MALL AND SUPER MARKET Location : TUMKUR , KARNATAKA
Types of Structure: MALL, Ground + 4 With deck slab in steel structure Grid Spacing : 10.5MX8.7M
Area : GROUND FLOOR-47,877 Sq. Ft. , FIRST FLOOR-49,790 Sq. Ft., SECOND FLOOR-49,790 Sq. Ft. , THEATRE FLOOR-57,077 Sq. Ft. ,
TERRACE FLOOR- 26,031 Sq. Ft. (Total- 230565 Sq. Ft.)
Floor Height : Each Floor Clear Height is 5.2Mtr.

Highlights :

• The main entrance standing on the clear span of beam 77'.
• Mall contains 6-Escaltor, 9-Lifts and 6-Staircase.
• Ground and First floor designed for live load of 850Kg/Sq. Mtr. for D-Mart and Super Market.
• Second floor designed for live load of 650Kg/Sq. Mtr. for Gold class theatre,
• Lobby area and box office.
• Third Floor area designed for live load of 650Kg/Sq. Mtr. for 4 big screen multiplex theatre sitting area and projector rooms.
• Portion of Terrace area provided for OST capacity of 40,000 litres and A/C Chillers of 35 Tonnes.

Product Details:

Project : YOGADHAM
Location : Srirangapatna, Mandya Dist.
Types of Structures : Resort (G + 1 With Steel Deck Slab)
Grid Spacing : 9.1 M x 4.8 M
Area : Width 22.7M x Length 26.7M = 606 Sq.Mtr (13,045 Sq.ft)
Floor Height : 3.6mtr
Highlights: The Building is constructed on the banks of River Kaveri and the SBC of the soil is below 9kn/Sq.mtr which is very low when compared to normal bearing capacity. The foundation depth is only 1.5 M & has clear span of 9.1M between the columns. The YOGA room at second floor (1,790 Sq.ft) is cantilevered for a length of 3M.

Product Details:

MITSU CHEM PLAST PVT. LTD.

Project : BLOW MOULDING INDUSTRY
Location : TALAVALI, KHALAPUR, MAHARASTRA
Types of Structure : Industrial Building, Combination of PEB and Multi floor deck slab.
Grid Spacing : RM area -7.3Mtr. X 6Mtr., FG area -7.2Mtr. X 6Mtr. and Production Area.
Area : 6 Mtr. X 30.15 Mtr.
1) 15.5Mtr. X 48.7Mtr. - Three Deck slab Floor
2) 15.25Mtr. X 60.8Mtr. - Two Deck Slab Floor
3) 15.25Mtr. X 60.8Mtr. - Two Expanded Metal Floor
4)30.15Mtr. X 48.7Mtr. - Light Roof Structure
Total Area: 80,000 Sq. Ft.
Floor Height : Raw Material Area: Ground floor height 6mtrs, First floor height 4.5Mtrs. & Third Floor height 3Mtrs. Finished Goods Area: Ground floor height 4.5mtrs, First floor height 3Mtrs., Third Floor height 3Mtrs. & Fourth floor height 3Mtrs. Production Area eve height is 16 mtrs and centre height 17.4 mtrs.
HIGHLIGHTS
The Building is combination of PEB and Multi Floor Deck slab. First floor (RM Area) is designed for the live load bearing capacity of 2Ton/Sq. Mtr and having the 2 MT EOT crane. Remaining each Deck slab floor designed for the live load bearing capacity of 500 Kg / Sq. Mtrs. Two Expanded Metal floor in FG area , the live load bearing capacity of the floor is 350 Kg / Sq. Mtrs. In FG area terrace floor provision for the 20,000Ltr capacity of water tank load. Building Structure supporting 2 Mtr. X 2 Mtr. three goods lift, 1.6 Mtr. X 1.6 Mtr. one passenger lift and four staircase and the each staircase head room floor bearing the load of 10,000Ltr. over head tank. The light roof structure is 30.15 Mtr. Clear span and having capacity to carry 5 MT EOT crane and covered with puff panel.

Product Details:

Architectural Facade Metal Grating Platform & Industrial Flooring Security Walls & Doors Window Grills Balcony railings Screening for Fences Walkway & Stair treads Skylight Guards Outdoor Furniture Space Dividers Utility Trailers Fencing Grills Trays Containers Interior Decorating Screen Building Industry Conditioning Plants Interior Partitions & Barriers False ceiling Cab/truck dividers Concrete reinforcement Drive & Sidewalk gates Light diffusers Machine guards Display Racks Playground equipment Greenhouse Heat treating baskets Food Processing equipment Ceiling Lighting and many more....

Additional Information:

• Delivery Time: As per the discussion and requirement

Product Details:

STEEL STRUCTURES

In steel structure design we follow, design principles of World Codes. We create structural plan before execution which is elaborately illustrated with 3D images with the help of computer aided design.

STRUCTURAL ANALYSIS
The loads are defined and design is laid out, structural analysis would be performed to determine internal forces that will be produced in various members of the framework. Assumptions would be made to be ensuring that structural behaviour in reality and also in hypothetical situation. The load analysis - Dead load, Live load, Mean return period Recurrence interval, Live loads for various occupancies, reduction in basic design live load, Impact load and Wind load Factor of safety - The development of design specifications to provide suitable values of the margin of safety, reliability and probability of failure would be taken into consideration the following factors.

• Variability of the material with respect to strength and other physical properties
• Precision with which internal forces are calculated
• Possibility of corrosion
• Extent of damage, loss of life
• Operational importance
• Quality of workmanship

Additional Information:

• Production Capacity: Any capacity

Product Details:

Concrete Filled Steel Columns (CFSC)

The CFSC system gas many advantages compared with the ordinary steel or the reinforced concrete system. One of the main advantages is the interaction between the steel column and concrete, local buckling of the steel column is delayed by the restraint of the concrete and the strength of concrete is increased by the confining effect of the steel column. Drying shrinkage and creep of the concrete are much smaller than in ordinary reinforced concrete.

Additional Information:

• Production Capacity: 50 tonnes

Product Details:

Project : MARRIAGE / CONVENTIONAL HALL
Location : Hosakerehalli, BSK 3rd Stage, Bangalore
Types of Structures : Multi Floor Structure (G+5 With Steel Deck Slab)
Grid Spacing :
7.6M x 6M (Dining Hall) 18.2M x 6M (Party Hall)12.1M x 6M (Room Area) & 6M x 32M (Main Hall)
Area : Width 32M x Length 67M =2,144 Sq. Mtr (65,000 Sq.ft)
Floor Height : 3.0M (Room Area) 4.0M (Dining Hall) and 8.5 M (Stage Area)
Highlights :

• The Entire 2nd floor area rooms above the stage area supported only on two Main Beams for length 17.6M clear span.
• The clear Head room height stage area is 8.5M
• The main hall area above the party hall is supported on 18.2M Clear span.
• At Roof area, the gutters are resting on a 3.6M Cantilever supports.

Product Details:

Project : SOFTWARE INFRASTRUCTURE
Location : Mangalore , Karnataka
Types of Structure : Combination of PEB & Multi floor building with Deck slab.
Grid Spacing : W 18 m x L 72 m - 2600 Sqm.
Floor Height : 3.2 meter, the first floor eave height is 3.5 meter, center height is 4.5.
Highlights : Between column 9meter x 6 meter grid. The design load bearing is 400 Kgs/sqm.

Product Details:

Project : AUTOMOBILE SHOWROOM
Location : Hosur Road, Bangalore
Types of Structures : Multifloor, G+2 with deck slab & top roof is lite roof.
Area : 20 Mtrs. X 17 Mtrs.
Floor Height : Each floor is 10 ft.
Highlights : 7 Mtrs. X 6 Mtrs Grid & design load bearing of each floor is commercial.

Product Details:

LAKSHMAN COMMERCIAL COMPLEX
Nagarbhavi, Bangalore

Project : Multi Storied Building
Location : Nagarbhavi, Bangalore
Types of Structure : Multi Floor Building, (Ground + 4 Floor With deck slab)
Grid Spacing : 4.6 M X 9.5 M
Area : W 12 M X L 18 M - 216 Sq. Mtr.
Floor Height : Ground Floor Height is 4.8Mtr. First Floor Height is 3.6Mtr, and List floor Height is 3 Mtr.
Highlights : 4.6 M X 9.5 M Grid Span. The design load bearing at ground floor 1 Ton / Sq. Mtr, For Commercial Shops and list floor is 650 Kg / Sq. Mtr, considering the PG accommodation.

Product Details:

We at SUGAM Engineers have state of the art infrastructure and Machinery to produce customised Steel Structures. We according to the AutoCAD drawings, manufacture Steel Structures, transport to the site and assemble which reduces the construction time drastically unlike civil construction.