This roof truss section detail drawing illustrates a structural roof framing layout designed with a total span of 24000 mm divided into four equal panels of 6000 mm each. The truss profile shows a triangular web member arrangement forming a pitched roof structure supported across multiple panel points labeled P1 through P7. The section drawing highlights the internal triangular bracing system that distributes structural loads along the truss frame. Vertical and diagonal members are connected between the top and bottom chords to create a stable roof structure. Dimension annotations clearly show a vertical height of approximately 2200 mm at the lower chord and a peak height reaching around 3400 mm at the central truss point.
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