retained height, deflections, propping arrangement, design life, etc. Advantages • Maximum underground space; with minimum bulk excavation • Adaptable to complex wall layouts • Control of ground movements and groundwater • Wide range of wall thicknesses and capability • Can be installed in restricted working space. • Can be designed to carry long term vertical loads • Cost and time saving plus health and safety benefits when combined with patented Cementation precast guide/capping beam. Large and
Words: 637 - Pages: 3
PUNJAB TECHNICAL UNIVERSITY KAPURTHALA Scheme& Syllabus of B. Tech. Mechanical Engineering [M.E.] 3rd & 4th Semester effective for Batch 2011 By Board of Studies Mechanical Engineering/ Production Engineering / Industrial Engineering Punjab Technical University B.Tech Mechanical Engineering (ME) Batch 2011 Approved on June 27, 2012 Third Semester Course Code BTME301 BTME302 BTME303 BTME304 BTME305 BTME306 BTME307 Course Name Load Allocation L 3 3 1 4 4 3 18 T 1 1 1 3 P 6 2 2 2 1 13
Words: 7934 - Pages: 32
DESIGN AND ANALYSIS OF A CHASSIS FOR A 60 TON PAY LOAD Abstract: As the chassis frame forms the backbone of a heavy vehicle, its principal function is to safely carry the maximum load for all designed operating conditions. To achieve a satisfactory performance, the construction of a chassis is the result of careful design and rigorous testing. Various manufacturers have individual design concepts and different methods of achieving the desired performance standards for the complete chassis
Words: 13647 - Pages: 55
CIVIL ENGINEERING 3rd Semester Course No. Course Name MA 201 Mathematics III CE 201 Solid Mechanics CE 203 Engineering Geology CE 205 Civil Engineering Materials CE 207 Surveying CE 231 Civil Engineering Materials Lab CE 235 Surveying Laboratory CE 233 Building Drawing and CAD lab. SA 201 NCC/NSS/NSO I Total Credits 4th Semester Course No. MA 2xx CE 202 CE 204 CE 206 CE 208 CE 232 CE 234 SA 202 5th Semester Course No. CE 301 CE 303 CE 305 CE 307 CE 309 CE
Words: 4974 - Pages: 20
STUDY REPORT No. 146 (2005) Reactive Powder Concrete N.P. Lee & D.H. Chisholm The work reported here was funded by Building Research Levy. © BRANZ 2006 ISSN: 0113-3675 Preface The low flexural tensile strength of concrete has a number of undesirable consequences for its performance as an effective building material. These include the necessity for auxiliary steel reinforcement and the requirement for thick-sectioned members that are both aesthetically unappealing and consume
Words: 10592 - Pages: 43
The temporary shaft is proposed to be formed by 610mm diameter, 20mm thick pipe pile with spacing 720mm c/c, install with 305x305x240kg/m I beam inside to the pipe pile. Shaft construction will be used bottome up methos. Within the shaft, the pipe pile wall will generally be supported by layers of temporary steel ring beams and a reinforced concrete capping beam at the top.
Words: 1668 - Pages: 7
commercially available ETT with identical outer dimensions (35 Fr). Finite element analysis was conducted to determine the necessary thickness of the membrane for a safe design. One key design feature of the membrane is that its state of maximum deflection (2.1mm) does not significantly hinder airflow through the smaller lumen. Tests to further evaluate the functional requirements of safety and ease of use are currently under way. Methods of manufacturing this design are also under investigation.
Words: 6040 - Pages: 25
2.1 General Seismic evaluation and retrofitting strategies are mainly focused in this thesis. However, there are many good references that can be used as a starting point for research such as ATC40 manual for seismic evaluation and retrofitting of concrete buildings. This chapter focuses on recent contributions related to seismic evaluation and various retrofitting schemes and past efforts most closely related to the needs of the present work. For, the purpose of the present investigation, the literature
Words: 7169 - Pages: 29
CEG 4392 Computer Systems Design Project SENSOR-BASED ROBOT CONTROL Robotics has matured as a system integration engineering field defined by M. Bradley as “the intelligent connection of the perception to action”. Programmable robot manipulators provide the “action” component. A variety of sensors and sensing techniques are available to provide the “perception”. t ROBOTIC SENSING Since the “action” capability is physically interacting with the environment, two types of sensors have to be
Words: 2269 - Pages: 10
Faculty of Engineering and Environment MCE Coursework Specification Module title: Structural Design Academic year: 2015/2016 Module number: BE 1310 Semester: YL Credit Points: 20 Programme(s): BEng (Hons) Civil Engineering Year: 2 Level 5 Is this an option module? No Coursework title: Structural Design – Assignment 1 Learning Outcomes measured in this assessment (from the Module Descriptor): 1. Apply structural analysis and design principles to calculate design load acting on structures
Words: 3095 - Pages: 13
