| University | Singapore Institute of Management (SIM) |
| Subject | CVE3221: Design of Steel and Concrete Structures Course Work |
PART I
a) Establish a viable structural scheme and sizes for the principal structural elements of the simple steel frames, taking into consideration functionality, lateral stability, and transfer of lateral loads to the two RC Cores located at both ends of the Block.
a) Establish a viable structural scheme and sizes for the principal structural elements of the simple steel frames, taking into consideration functionality, lateral stability, and transfer of lateral loads to the two RC Cores located at both ends of the Block.
b) Calculate all appropriate actions and combination of actions for the principal structural elements of the steel frames.
c) Draw the axial force, shear force and bending moment diagrams for the principal structural elements of the steel frames.
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PART II
a) Select appropriate sizes in Grade S275JR steel and perform sufficient calculations to ensure structural adequacy of the principal elements comprises Main Beam B1, Secondary Beam B2, Column C1 and Beam–to–Column Connection J1 as shown in Figures 2 to 4. b) Due considerations should be given to lateral–torsional buckling resistance of the main beam because the floor slab is spanning in the same direction, and it may not be able to fully restrain the main beam. In addition, considerations should also be given to ensure there are no excessive floor deflections due to the beam long spans. PART III
a) Select appropriate sizes in Grade S275JR steel and perform sufficient calculations to ensure structural adequacy of the principal elements comprises Main Beam B1, Secondary Beam B2, Column C1 and Beam–to–Column Connection J1 as shown in Figures 2 to 4. b) Due considerations should be given to lateral–torsional buckling resistance of the main beam because the floor slab is spanning in the same direction, and it may not be able to fully restrain the main beam. In addition, considerations should also be given to ensure there are no excessive floor deflections due to the beam long spans. PART III
(a) Write a letter to your Client explaining whether your current alternative design would be able to meet his requirement for a shorter construction time. In addition to construction productivity, you may draw comparison of your current system vis–à–vis your original RC structural framing system in terms of life–cycle cost, safety and durability.
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