1) 5.0 3.04 5.32 2.2 Span "L" in metre Column Height (H) in metre Live Load on the slab (kN/m2) Truss Height (H1) in met

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1 5 0 3 04 5 32 2 2 Span L In Metre Column Height H In Metre Live Load On The Slab Kn M2 Truss Height H1 In Met 1 (91.8 KiB) Viewed 13 times

1) 5.0 3.04 5.32 2.2 Span "L" in metre Column Height (H) in metre Live Load on the slab (kN/m2) Truss Height (H1) in metre W(kN) E (Concrete MPa E (Truss) GPS Slab thickness in 'mm' Truss Area (mm2) 24.00 28491 201 185 2677 Q2. Moment Distribution Method For continuous beam PQRST. (Supports at P&T are fixed and supports at Q, R &S are hinged) a) Find the degree of Indeterminacy. b) Using Moment Distribution Method, find the moments at the supports. c) Draw the S.F.D and B.M.D 0.44, 0.7L 0.34 P Q R S T A L c1 Figure 2. (Plan) Note: - Marks distribution of each task is provided in the Marking Grid at the end of the Coursework brief