Project 2

Questions - 1

1.Design a warehouse building located in chennai using STAAD Pro connect edition.The specification must be as  follows:

1. Width = 30m                                                                                                                                                                                                                                                                                              
2. Length = 50m
3. Eave Height = 9m   
4. Bay spacing = 6m                                                                                                                                                                                                                                                                                                  
5. Location = Chennai                                                                                                                                                                                                                                                                                             
6. Soil type = Medium 
7. Safe Bearing Capacity = 200kN/m²           
8. Roof slope = 1 in 12

Assume suitable sections for structural elements.Follow IS800:2007,IS 1893 and IS875

1. Prepare a Design Basis Report for the project.
2. Create structural model using STAAD Pro Connect Edition
3. Prepare DL, LL, WL and EQL load calculations as per IS 875 standards
4. Design using MS Excel a.Column b.Rafter c.Base plate d.Pedestal e.Z-purlin

1. Design foundations using STAAD foundation.
2. Attach neccessary sketches and drawings wherever required.
3. All stipulations,assumptions and design parameter must adhere to Indian Standars.

2.Design a simply supported gantry girder to carry electric overhead travelling crane

Given:

1. Span of gantry girder = 7m
2. Span of crane girder = 9m
3. Crane capacity = 250kN
4. Self -weight of trolley,hook,electric motor etc. = 40kN
5. Self -weight of crane girder excluding trolley = 100kN
6. Minimum hook approach = 1.0m
7. Distance between wheels = 3m
8. Self-weight of rails = 0.2kN/m 

Answers:

For Question 2 answers are attached as a files as given below...