What key objectives should be adopted by the current design philosophy in the
construction sector to effectively contribute to the achievement of the ambitious
sustainability targets set by the UK government and many other countries
worldwide?
b) What will be achieved through the adoption of the above design philosophy?
c) What novel design methods should be adopted specifically for the case of steel-
concrete composite floors to facilitate a more sustainable design paradigm?
Describe the concept of the above methods and cite 3-4 relevant research
papers.
A 15m long pre-cast concrete pile that is hexagonal in cross-section, with sides
of 0.2m, has been driven into the layered soil deposit shown in Figure 2. The
water table at the site varies seasonally from about 7m below the ground
surface in summer to about 5m below the ground surface in winter.
(a) Giving your reasons, select the most appropriate water-table to be used to
calculate the load capacity of this pile. [1 mark]
(b) Based on the water-table selected in (a), calculate the ultimate axial load
bearing capacity of this pile. [7 marks]
(c) Describe any additional measures that you would take before relying on
the pile capacity calculated under (b). [2
The figure is in this link https://ibb.co/yqp8H2R
Compute the value of EIv midway between the supports for the overhanging beam shown.
The figure is in this link https://ibb.co/4fZmNBs
For the beam shown with E = 29 x 106 psi, determine the slope and deflection at the end C using deflection by integration.
The box frame is subjected to a uniform distributed loading w along each of its sides. Determine the moment developed in each corner. Neglect the deflection due to axial load. EI is constant.
The image is in this link https://ibb.co/74pwHpL
A W360 x 122 section is used as a column with an effective length of 10 m. Determine the maximum load that can be carried at an eccentricity of 300 mm. Should the load be placed on the X or Y axis? Assume σy = 290 MPa.