The column the junction grid lines and shown figure
| UUNNIIVVEERRSSIITTYYO OFFBBRRAADDFFO ORRDD | SSCCHHO OO OLLO OFFEENNG GIINNEEEERRIINNG G,,DDEESSIIG GNN&& TTEECCHHNNO OLLO OG GYY |
|---|---|
deadline for this work is 9.00 hrs on Tuesday 23 August 2011. This means the work MUST have been received either by Ms Jane Gibb or by one of secretaries in Room C.1.25 in the Chesham Building by 09.00 hrs on 23th y 2011.
k received after this date will be awarded a zero mark.
The ground investigation for the building project reveals the following:
a). The existing ground has an allowable bearing pressure of 300 kN/m2; it is anticipated that the foundations for the building will consist of spread (i.e. pad) foundations.
2). The column at the junction of grid lines C and 3 as shown in Figure 1. The column does not support the roof of the building but carries 3 suspended floors as shown in Figure 2.
3). The foundation for the column designed in 2), above.
| 1 | 2 | 3 | 4 | 5 |
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D
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finished floor
| levels. | 1st floor |
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4.0 m
