Figure 3B shows part of the wall frame system used in the construction of a childcare centre. The system shows internal

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Figure 3b Shows Part Of The Wall Frame System Used In The Construction Of A Childcare Centre The System Shows Internal 1 (119.37 KiB) Viewed 57 times

Figure 3B shows part of the wall frame system used in the construction of a childcare centre. The system shows internal wall studs and noggings. Structural cladding, which is not shown in the illustration, is nailed on both sides of the frame. The wall studs are of grade MGP10 and have a cross-section of 190x35mm. The childcare centre is to be built in Port Lincoln, South Australia using seasoned Western Hemlock. The wall studs are 4.8m high and have intermediate restraints, only in the direction shown in Figure 3B. As part of the combined action check for the wall studs, ONLY determine the following: a. Nd,cx and b. Nd.cy Note: G-permanent load from roof; Q=imposed load from roof during construction and W-wind load (other than wind action reversal). 1.6m 1.6m 1.6m G G FRONT VIEW G Q SAMMENSET b Figure 3B W₁ Wind Load SIDE VIEW d