Collaborative Research Projects: Written Reports All students in the class will be divided into teams of five by the instructor. Each team will be required to identify an organization of their choice, and an OD related issue existing within the company. For instance, the existing OD issue could be either related to team building, structure, culture, mergers, or acquisitions etc. The teams should select the company and OD issue early on the course. The students will need to collect empirical data to understand the OD issue, reasons behind this problem, and then suggest appropriate OD interventions to effectively resolve the problem. Our company is Nike and my part is getting the Empirical data - so please give me the Empirical data.
Due 9 November 2020 at 12:20 PM. No late projects will be accepted. No exceptions. The figure above shows a simplified diagram of a water distribution system for a fifteen story building. Line 1 is 150 ft of 3" Sch 40 steel pipe with 7 standard 90° elbows, and a gate valve and a globe valve. Line 2 is 62 ft of 2" Sch 40 steel pipe with 5 standard 90° elbows, and two gate valves. Line 3 is 75 ft of 1" Sch 40 steel pipe with 8 standard 45° elbows, a gate valve and a globe valve. Line 4 is 57 ft of 3/4" Sch 40 steel pipe with 4 standard 90° elbows, a gate valve and a globe valve. Line 2 is 50 ft above the pump, line 3 is 100 ft above the pump, and line 4 is 150 ft above the pump. Determine the pump discharge pressure and the flow rate through each line if the pump is delivering 165 gpm. Redo the analysis assuming the pump curve is given by P = 330 – 0.008Q², in which P is given in psi and Q is given in terms of gpm. If the pump is insufficient to supply water to the storage tanks, determine the minimum specifications that would be required and recommend a specific make and model that is sold online.
Identify ONE sustainability issue in a Southeast Asia country that affects Singapore. Explain the challenges the issue poses and the responses by the country has thus far. Guiding points: a. Does this current issue affect the future needs of Singapore negatively? How is this sustainability issue related to climate change? b. Choose one of these ASEAN countries: Brunei, Cambodia, Indonesia, Philippines, Laos, Myanmar, Malaysia, Thailand, or Vietnam c. How does this sustainability issue create challenges that affect Singapore? So far, how has this country. responded to its own sustainability issue within its country and/or in Southeast Asia?
RYERSON UNIVERSITY Faculty of Engineering and Architectural Science Department of Civil Engineering Course Number Course Title Semester/Year Instructor Assignment Title Submission Date Due Date Total Mark CVL904 Structural Concrete Design II Fall 2022 ASSIGNMENT No. 1 Design of Two-way Slabs Dr. R. Kianoush XXXX September 24, 2022 October 10, 2022, by Midnight 10% Student Name Student ID Signature* (Note: Remove the first 4 digits from your student ID) *By signing above you attest that you have contributed to this submission and confirm that all work you have contributed to this submission is your own work. Any suspicion of copying or plagiarism in this work will result in an investigation of Academic Misconduct and may result in a “0” on the work, an “F” in the course, or possibly more severe penalties, as well as a Disciplinary Notice on your academic record under the Student Code of Academic Conduct, which can be found online at: www.ryerson.ca/senate/current/pol60.pdf. Consider a slab that is part of the floor system shown in the Figure. The slab extends by 100 mm beyond the exterior edges of edge and corner columns to support the exterior wall panels. The slab is subjected to a specified superimposed dead load of 2.0 kPa (in addition to its own weight) and a specified live load (LL) of 4.8 kPa. The weight of the exterior panel is 3 kN/m. Use 15M bars for flexural reinforcement and 25 mm clear cover. All columns are 400 x 400 mm. Assume f'c = 25 MPa and fy = 400 MPa. a- Assume that the slab is supported by beams in both directions (along all grid lines). The overall depth of the beams are 600 mm (includes slab thickness) and width, bw=350 mm. i) Determine the minimum slab thickness for the most critical panel. ii) Assuming a slab thickness of 200 mm, design the slab in the E-W direction (for grid line 1). iii) Determine the design moments in the beams and the slab. Determine the amount and distribution of reinforcement in the slab. Show the details of your design on a neat sketch. b) Assume the slab is supported on columns only with the slab extending by 100 mm beyond the column lines around the perimeter of the slab. Assume the slab thickness is 250 mm. Determine the slab-ve and +ve moments within the column and middle strips for a slab strip along gridline 1. At this stage, assume the slab thickness is adequate to carry the applied shear (both one-way and two-way). i) Determine the amount and size of reinforcement for the slab. ii) Determine whether the slab meets the one-way shear requirements including corner column A1. iii) Determine whether the slab can carry two-way shear around the interior column B2. Include the effect of unbalanced shear-moment transfer in your design. c) Determine the slab moments and reinforcement for both slabs in parts a) and b) (with beams, h=200 mm and without beams, h=250 mm) using the SAFE/ETABS computer program. Compare the computer solution with the Direct Design Method. Comment on your results. 8.0 m 8.0 m 3 8.0 m 4 8.0 m 7.5 m 8.0 m 400 x 400 mm columns (typical) N?
Determine the maximum factored bending moment and shear force for G1, G2, B1 and B2 and the maximum axial load for column C1 identified in the figure below and provided structural drawing based on the original design loads. Calculate the respective values for load cases 1, 2 and 3 and show in a summary table. Show the bending moment and shear force diagram for B1 and G1. Provide a drawing showing the tributary area of all five considered members
7. Study Deep foundations video #6 and take notes on your Reader. Answer the following questions: What are the two resistances that contribute to pile capacity? -. Why is fs a t? If a pile is designed to support upwards (i.e., “pullout") loading only, should one consider the end bearing resistance for design?
Assignment 2: Commercial Interior Elevations and Building Sections Description For this assignment, you'll continue the commercial field survey started in Assignment 1. Now you'll be focused on vertical views and heights, drawing the interior elevations of your documented reception desk, break room, and restroom. For this assignment, pay special attention to architectural millwork. Draw the door and drawer fronts as they have been built. Also include hardware, baseboards, toe kicks, backsplashes, outlets, appliances, fixtures, equipment, toilet partitions, accessible paper towel dispensers, soap dispensers, mirrors, grab bars, etc. Make note of code required vertical clearances for accessibility. Note where the current conditions are compliant as well as where current conditions violate code as applicable. Indicate dropped ceilings and include plenum space to the structural slab or roof system above. Identify and draw soffits, fascias, lighting, wayfinding signage, switches, etc. Required Materials - BID Supply kit - Weekly lectures and readings - Adobe Creative Cloud - AutoDesk AutoCAD
