Column 3 Column 1 Beam 1 Slab 1 Beam 1 Column 2 Slab 2 Beam 2 Beam 3 Column 2 5 m 5 m 5 m Column 3 Column 1 Beam 1 Half of slab 1 Half of slab 2 8 m A 125 mm Column cross section C Column 1 Beam 1 8 m 600 mm 225 mm Beam cross section 5 m Column 2
Column 3 Column 1 Beam 1 Slab 1 Beam 1 Column 2 Slab 2 Beam 2 Beam 3 Column 2 5 m 5 m 5 m Column 3 Column 1 Beam 1 Half of slab 1 Half of slab 2 8 m A 125 mm Column cross section C Column 1 Beam 1 8 m 600 mm 225 mm Beam cross section 5 m Column 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
1. Consider that Column 1 will experience the vertical reaction force at the left end of Beam 1. It will also receive concentrated loads from Beams 2 and 3, amounting to a total of 118 . Determine the maximum compressive stress, the deflection of the column and the buckling behaviour of Column 1. Note that Column 1 has dimensions of 125 mm ×125 mm and a modulus of elasticity of 13 , and is fixed at the bottom. Please also note that the self-weight of Column 1 is ignored.
2. What if the water tank is placed directly above Column 1, will Column 1 still be stable? If not stable, what would you recommend doing to resolve this issue?
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