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BN2501 Structural Analysis and Element Design
Task:
Coursework Brief:
a. You have information about a steel framed building.
b. It is an office building on 2 sites, both of which are at elevations
c. There is a first floor made of a reinforced concrete slab.
At roof level the roofing material is Kingspan KS1000RW EcoSafe
Use the Kingspan material and slab thickness according to the following table:
|
First letter of surname |
Material Type |
Thickness of KS1000TD core |
Slab thickness |
|
A,N |
0.5/0.4 steel |
40mm |
100mm |
|
M,J,H |
0.5/0.4 steel |
50mm |
120mm |
|
P,R,S |
0.63/0.4 steel |
60mm |
125mm |
|
B,D,V,W |
0.63/0.4 steel |
70mm |
150mm |
|
E,F,K, |
0.9/0.5 alum |
80mm |
175mm |
|
C,G,I |
0.9/0.5 alum |
100mm |
200mm |
1. Calculation Report
You need to build a set of calculations for the loading on the members that are highlighted on the drawings:
a. rafter
b. floor beam
Permanent loading
Find the factored value for the permanent loading on the element.
Variable loading
Find the factored values for the variable loading on the element.
There will be 2 cases:
Location 1 in Preston
Location 2 in Aberdeen
Then, taking the floor beam as a simply supported, unrestrained member, provide:
SFD and BMD
Calculations to check whether the given size of structural steel UB for the floor beam is adequate for an allowable stress of 355N/mm². Confirm the suitability for BM, SF and deflection.
|
Roof slope αº |
Coefficient µ |
|
0.8 |
|
|
35º |
0.67 |
|
40º |
0.53 |
|
50º |
0.27 |
The report giving the answers should be set out in a logical sequence with all the information required to ensure that the loading is the worst-case scenario. You will need to use tables, calculations and sketches or drawings. Include references where required.
2. Eurocode Design parameters and Examples of best practice
Preparation For The Assessment
Lectures and tutorials from semester 1 will inform answers to the calculations
You should use other resources so correct referencing (Harvard system) will be required.
BN2501 Structural Analysis and Element Design
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Tellus molestie nunc non blandit massa enim nec dui. Tellus molestie nunc non blandit massa enim nec dui. Ac tortor vitae purus faucibus ornare suspendisse sed nisi. Pharetra et ultrices neque ornare aenean euismod. Pretium viverra suspendisse potenti nullam ac tortor vitae. Morbi quis commodo odio aenean sed. At consectetur lorem donec massa sapien faucibus et. Nisi quis eleifend quam adipiscing vitae proin sagittis nisl rhoncus. Duis at tellus at urna condimentum mattis pellentesque. Vivamus at augue eget arcu dictum varius duis at. Justo donec enim diam vulputate ut. Blandit libero volutpat sed cras ornare arcu. Ac felis donec et odio pellentesque diam volutpat commodo. Convallis a cras semper auctor neque. Tempus iaculis urna id volutpat lacus. Tortor consequat id porta nibh.
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