Calculate the safe load capacity of built-up columns

Reference no: EM132592069

Question 1: Design a laterally restrained simply supported beam of span 5m. It carries a total udl of 40 kN/m (inclusive of self weight). Design an appropriate section using Fe 410 grade steel.

Question 2: Design a laterally unrestrained beam of length 4m. Maximum bending moment = 600 kNm and Maximum shear force = 250 kN. Use Fe 410 grade steel.

Question 3: Calculate the safe load capacity of built-up columns of height 3.5m consisting of the configurations shown in Figure Q3. The planks are made of deodar wood. The column is to be used for outside location.

Question 4: A Madras roof is to be designed using Group C timber . The beams are spaced 0.9m centres on a clear span of 3m, with a bearing of 190mm at each end. The dead load is 2kN/m2 and live load is 3kN/m2. The beam is of select grade. Design the beam for inside location.

Question 5: Timber beams of Deodar wood are spaced 2m centre to centre with a bearing of 200mm at each end. The clear span of the beam is 3m. Design the beams for outside location if the dead load of roof covering is 2.5 kN/mm2 and live load is 1.5 kN/mm2. The timber is of standard grade.

Question 6: A 300mm diameter round column is made of Group C timber. The unsupported length of the column is 6m. The column is to be used for outside location. Determine the safe load for the column.

Reference no: EM132592069

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