SKYSCRAPER CREATORS

Have a look on the images of OXFORD Mathematical Building Project ... http://www.maths.ox.ac.uk/new-building/images

The ISO A0 size is defined as having an area of one square meter. Each smaller sheet size is exactly half the area of the previous size an A0 sheet cut in half gives two A1 sheets an A1 sheet in half you get two A2 sheets Letter Size of sheet A B mm mm A0 841 1189 A1 594 841 A2 420 594 A3 297 420 A4 210 297 A5 148 210 A6 105 148

CALCULATION OF STEEL WEIGHT WEIGHT OF 12MM DIA/Meter Density of Steel - 7850kg/M 3 Area of 12mm thick –   - 0.000113 M 2 Weight of 12mm dia thick rod per meter = 0.000113 x 7850 = 0.88705kg/m Quick calculation – D2/162 = 12 2 /162 = 0.888

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CALCULATION OF MATERIAL QUANTITY. CONCRETE Mix Ratio 1:2:4   - -   (1:2:4)=1+2+4=7 7 is mixing propotion Volume of wet cement concrete - 1.54 to 1.57   unit weight of cement is 1440kg/cum 1 bag of cement – 50kg/bag   -   =50/1440=0.034722 cum   Cement = 1.54/7=0.22                    0.22/0.03472=6.33 bags 1bag of cement = 50kgs                                 =6.33*50kgs=316.82 kgs   sand                     = 0.22*2=0.44cum                                    2 is the mixing of proportion   metal = 0.22*4=0.88cum                   4 is the mixing of proportion CEMENT = 6.33 NOS BAGS                SAND    = 0.46 M3        METAL   = 0.88 M3   PLASTERING   Area of plaster = 3.05 x 3.05 =   9.3 m2           Thickness of plaster   -10mm          Ratio – 1:5 Volume of plaster = 9.3 x 0.01 = 0.09 m3 Quantity of cement = 0.09/1+5 =0.09/6 = 0.02 m3 1 bag cement =0.0347 m3 no. of cement bags = 0.02/0.0347 = 0.58 bags   quantity of sand = 0.02 x

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Project Management Consultancy We provide the service of  Project Management activity on behalf of client. We have the stong engineering team to handle the project within the TIME frame and ensure the Q & Q. 

  Post Tensioning Slab       Tributary Area calculation       Load Data preparation for every column       P.S. for -        Corner column -        Internal column -        Edge column       M odel creation & Analysis check also, -        Area of edge reinforcement -        Number of Tendon -        Deflection check -        Ultimate check -        Service check -        Axial pre stress -        Profile points       Slab Edge Reinforcement check -        Perpendicular to edge -        Parallel to edge based on the requirements.       Number of Tendons contribute should be checked.       Column stiffness contribution should be checked.       Slab thickness, friction losses due to stressing in ends like Pan End or Live End.       In Moment Joint we should be taken half of the slab of self weight , Live end & perimeter line end.       Near corel area, Tendon profile should be placed High points & straight.

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Since 2002 we are providing the consultancy services in the field of Civil Engineering Design & Detailing jobs with strong, well verse in house team. Services like,    Scheme preparation –Based on client requirements preparing the scheme layouts, General Arrangement (GA) Drawings.    RCC Design – Designing of sub structures, Super structures, Storage Structures, Retaining Wall Designs.      Rebar Detailing works – Slab Detailing, Beam Detailing, Columns, stairs & special structures Based on BS, IS codes Standards    Post tensioning slab – Detailing on PT slab and beam based on BS, TR 43 & IS code standards.    Precast Drawing – Prepare the precast construction drawings, shop drawings of different Element.    Shop drawing services – Prepare the detailed shop drawings based on client’s design documents.    Rebar Estimation works – Estimate the rebar quantities based on shop drawings & detailed drawings    Fabrication drawing works    Str