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CIVL 201 Introduction to Civil Engineering
Task
The building shown in Figure I is to be constructed in London, ON. The building will be used to store farm equipment, and will be located in proximity to other structures.
The roof will be corrugated metal. The roof is supported by trusses, as shown in Figure 2, which are connected to the roof sheathing by purlins at the locations shown.
These trusses are spaced at 2m intervals along the length of the roof.
The following loads must be considered in the analysis of this structure:
- Dead load (D): Take as 20 kN/m2, accounting for the self-weight of roofing material.
- Live load (L): Assume that this can be neglected .
- Snow load (S): To be
- Wind load (W): To be determi
The following load combinations must be considered at Ultimate Limit States:
|
Load Case |
Principal Loads |
Companion Loads |
|
I |
1.4 D |
|
|
2 |
(1.25D or 0.9D) + I.SS |
0.4W |
|
3 |
( l.25D or 0.9D) + l.4W |
o.ss |
Using these loading combinations, determine the maximum factored tension and/or compression force in members I and 2 of a typical truss located in the middle of the structure.
CIVL 201 Introduction to Civil Engineering
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