|Simple Span Members with Uniform Loading|
As mentioned in the previous example, a more useful spreadsheet would allow us to specify:
for a particular use then see the resulting stresses and deflection.
In this first of four examples, the user is asked to alter the BOLD text values to suit his/her individual needs.
The section properties of the member are calculated for you. Maximum stresses are checked and the deflection of the member at mid-span is presented.
We will build on this basic construct the in the next eample.