4000 Mm 4000 Mm B 5000 Mm C Front View 5000 Mm Plan View Figure Qi Level 3 6000 Mm Level 2 Level 1 6000 Mm 3200 Mm 3500 1 (21.15 KiB) Viewed 25 times
4000 mm 4000 mm B 5000 mm C Front view 5000 mm Plan view FIGURE QI Level 3 6000 mm Level 2 Level 1 6000 mm 3200 mm 3500 mm 3500 mm. 4000 mm 4000 mm
Q1 Figure Q1 shows the side view of three story an office building with irregular frame will be built at coastal area near Desaru, Johor. The frame is exposed to open terrain with few or no obstructions. The wind load is non-linear, one windward wall permeable and varies at different height.
(a) According to MS 1553:2002, if the wind load is imposed at the x-direction, determine the design wind pressure and wind load for building by applying suitable method. All beams dimension for plan view is 4000 mm. (10 marks)
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