Q4. [20 Marks] The following buildings assume pin-jointed connections a) For the two-storey building cross section shown

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Q4. [20 Marks] The following buildings assume pin-jointed connections a) For the two-storey building cross section shown

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Q4 20 Marks The Following Buildings Assume Pin Jointed Connections A For The Two Storey Building Cross Section Shown 1
Q4 20 Marks The Following Buildings Assume Pin Jointed Connections A For The Two Storey Building Cross Section Shown 1 (52.21 KiB) Viewed 33 times
Q4. [20 Marks] The following buildings assume pin-jointed connections a) For the two-storey building cross section shown below, calculate: W 32 kN/m w= = 55 kN/m Roof 4m WE 28 kN/m w = 12 kN/m 1st floor 4m Ground floor Column self-weight 2.5 kN/m 2.5m 2.5m 2.5m 5m 5m A (В) D E F i) Maximum bending moment in roof beam between gridlines D to F (1 mark) ii) Axial load in column on gridline B just above 1st floor level (1.5 marks) iii) Axial load in column on gridline D just above the foundation (3 marks) iv) Axial load in column on gridline E just above the foundation (1.5 marks)
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