You are contracted to produce a map of University of Ghana covering the area shown in the image below. Explain how you will arrive the final map [Hint: your explanation should touch on how you will collect your data, perform selection, classification, simplification, symbolization and finally the map design]

Risk registers are a common part of professional practice in construction in identifying and analysing risk. Critically appraise the limitations of the risk register in effectively managing risks during the project delivery stage.

^{Briefly identify and discuss four ways clients (or their representatives) could try to reduce the adversarial (win-lose) nature of construction contracting}

Road engineering:

Explain with diagrams, the concept of the major and minor drainage system approach.

What are the methods by which the effect of punched holes can be considered in
the calculation?

Fixed load bending moment MD = 130 kN·m, live load bending moment ML = 140 kNNm
Rectangular short beams with width b = 400 mm and depth h = 600 mm are designed as follows:
Determine design suitability. Assume the coating thickness is 40 mm.(f ck = 27 MPa, f y = 300 MPa , tensile reinforcement 6-D22, shear reinforcement D10)

Explain why an increase in water-to-cement ratio for a fixed amount of cement results in lower concrete strength.

Explain the role that diffusion plays in both diffusion creep and dislocation creep; also explain how these types of creep can be designed against.

Discuss the cement hydration process and its importance in developing the strength of concrete. Explain how it works according to the stages (dormant,setting,hardening stages). Discuss the setting time, its importance in concreting, and a practical solution to delay the initial setting time. Explain how the cement fineness, water-to-cement ratio, and curing temperature can promote or hinder the hydration.

what is the working principle of gravity dam

briefly describe the types of hydraulic structures

Given r(t)=ti+2sintj+2costk and u(t)=1/ti+2sintj+2costk, find the following: 1. r(t) x u(t) 2. d/dt (r(t) x u(t) 3.now use product rule for derivative of cross product of two vectors and show same result

Can you compare the main assumptions as differences and common sides between the elastic limit state and ultimate limit states?