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Pre engineered building ppt rit

Pre Engineered building analysis and design using Staad Pro.

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Pre engineered building ppt rit

1. 1. Submitted By:  Shubham V. Parab 1202016  Akshay A. Nikam 1202019  Sujit H. Sonwalkar 1202015  Aniket K. Mane 1202032 Under the guidance of :Prof.P.M.Mohite
2. 2. Objectives  To study pre engineered building.  To prepare a model of P.E.B.  To analyze structure using Staad Pro.  To design sections, connections etc.  To study the effect of P.E.B. for following issues: To reduce complexity on site. To achieve accuracy. Speed of work.
3. 3. Pre Engineered Building  Steel buildings in which excess steel is avoided by Tapering the sections.  Tapering is done as per Bending Moment requirements.  Components are manufactured in factory and assembled on site.  Larger plate dimensions are used in areas of higher load effects.
4. 4. Plan
5. 5. Elevation
6. 6. Problem statement  Internal dimensions of building: l=60 m, b=15 m  Height of building up to eaves level= 6 m  Location of building= Islampur (pune region)  Type of roofing = G.I.sheets  Area of opening (permeability of building 5% to 20%)  Angle of rafter = < 100  Spacing between two columns = 6 m  Number of frames = 10
7. 7. Load calculation  Dead load: 1. Wight of purlin :5 kg/m2 2. Weight of sheeting :5 kg/m2 Total weight :10 kg/m2=0.1kN/m2 3. Self weight of tapered section
8. 8. Live load  Live load =0.75 kN/m2 (Angle lesthan 10 0) = 0.75*6 Live load =4.5 kN/m2  Collateral load: Collateral load = 0.2* 6 =1.2 KN/M (Assumed)