The model of UTAR Grand Hall was completed

The model of UTAR Grand Hall continues, the ridge was modeled and combined with the previously modeled main trusses, tie trusses and box trusses.

The section assigned as below:

Ridge(RDG) : 457x152x52 I1(I-beam)

Ridge bottom chord : 200x200x50 S1(SHS)

Second day of the week, the rafter was modeled and assigned to the previously modeled UTAR Grand Hall.

The section assigned as below:

Rafter(RFT) : 356x171x45 I1(I-beam)

The legend of UTAR Grand Hall was made for future reference. I was then assigned by Ms. Winnie to prepare the next meeting minute which will take place on 5th July 2010. Once the model of UTAR Grand Hall completed, I was taught by Mr. Lim to calculate and assign loading to the model. This time around, the approach of assigning loading is different. Point load was used instead of Uniformly distributed load. As a reason, UTAR Grand Hall has a very complex roof truss

The completed model of UTAR Grand Hall