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This paper aims to provide designers with an additional simple tool for both preliminary and detailed design for the most typical structural configurations.First, the paper presents the methodology, followed by an evaluation of the impact of its simplifications on the response appraisal. Design tools Assessment SCI assessed The Steel Construction Institute, Silwood Park, Ascot, Berkshire, SL5 7QN. Telephone: +44 (0) 1344 636525 Fax: +44 (0) 1344 636570 Email: membership@steel-sci.com For information on publications, telephone direct: +44 (0) 1344 636513 or Email: publications@steel-sci.com For information on courses, telephone direct: +44 (0) 1344 636500 or Email: education The Standard NZ Footbridge Design is a simple and cost effective bridge design solution for use in parks and urban landscapes. The bridge design is a steel beam system supporting timber joist and decking. The footbridge can carry pedestrians and cyclists and allows spans of up to 18m and usable widths up to 3m. Part B of the design report presents a prestressed concrete interior girder as well as the reinforced concrete deck of a 25-meter bridge. Unlike Part A that focuses on the design procedure, detailed calculations with respect to three different design standards were conducted in this part of the design report. Seven chapters are included in this section, and each chapter follows the design The basis for our bridge design came from the packet "Build a Model of a Truss Bridge" provided to us via our course website. For the purpose of our project, our bridge was scaled down from a 12 joint to an 8 joint truss bridge. Prior to any paper modeling of our bridge, we worked on creating a computer model of a truss bridge, so as to help in the analysis of our members during our Design of steel footbridges Footbridges are needed where a separate pathway has to be provided for people to cross traffic flows or some physical obstacle, such as a river. The loads they carry are, in relation to highway or railway bridges, quite modest, and in most circumstances a fairly light structure is required. The railing designs for the ramp meets the AASHTO Bridge Design Specifications for both pedestrian and bicycle railings. Both AASHTO Article 13.8.1 and 13.9.1 state that the height of a pedestrian/bicycle railing shall not be less than 42" measured from the top to the walkway/riding surface. View Truss Design Submission Report.pdf from ENG 1001 at Monash University. ENG1001 Carpark Footbridge Design | ii EXECUTIVE SUMMARY This report discusses the concept geometry design of a steel ANALYSIS AND DESIGN OF BRIDGE FOUNDATION PRADEEP N. PAYGHAN1, PROF. GIRISH SAWAI2 Report of Input Details as well as Output Details. Input Details Direction Included in this printout are results for load cases: Type L/ C Name Primary 1 DL Primary 2 IRC: SLS Class 70R+A Loading N26: Disp Y -ve Primary 3 IRC: SLS Class 70R+A Loading N6: React FY +ve Primary 4 IRC: SLS Class 70R+A Loading N12 The Aberfeldy Footbridge (built in 1991) spans 63 metres and has a width of 2.12 metres, an overall length of 113 metres, a design capacity of 10 kN m and weighs 14.5 tonn