Saturday, May 23, 2020

Steel Beams with Timber Webs - 1834 Words

INTRODUCTION 1.1 Objective of Proposed Project This project will develop models enabling the structural design of steel beams with timber webs (SBTW). The beams analyzed will have three configurations: an I-Beam type where the steel flange width, bf, is greater than the timber web thickness, tw; a Box Beam configuration where the steel flange width is equal to the timber web thickness; and an Architectural Beam style where the steel flange width is less than the timber web thickness and the steel flanges are totally encapsulated within the timber web. The three beam styles are shown in Figure 1. The physical properties of steel beams with timber webs structures are expected to be highly influenced by the nature of the connection between steel and timber. However, the knowledge of the macro-mechanical properties of glued steel-timber joints is still limited. The work to be performed intends to increase the body of knowledge on this subject. This research study was fomented by the desire to reduce the aspect ratio of long span glued laminated beams. Additionally, the architectural style beam has the possibility of providing the necessary fire protection for the steel while being an extremely aesthetic alternative for exposed structures. The steel beam with a timber web would also be a good candidate for stringer highway bridges with a glulam deck intended for secondary roads. These bridges could be rapidly installed with a minimum of skilled labor decreasing road closureShow MoreRelatedTimber Informative Essay1207 Words   |  5 Pages SRT153  Ã¢â‚¬â€œÃ‚  Building  Materials  Science   Material  Report   Mitchell  Young      Timber  has  been  extensively  used  over  the  past  century  for  many  residential   constructions,  furnishings,  frames,  floorings  and  facades.  It’s  been  a  strong  component  in   architectural  developments  and  with  such  use,  it’s  recognized  in  the  availability,   renewability,  environmental  friendly,  strength,  weight,  price,  and  durability.1  Within   Australia,  90  percent  of  their  housing  frames  are  made  from  timber  due  to  its  sustainability   and  energy  required  to  produce  itRead MoreStructural Use of Timber Essay2878 Words   |  12 Pagesof Timber in Timber Framed Buildings | Civil Engineering Construction 1 | | Adam Roberts | 13/12/2011 | | Table of Contents The History of Timber Framed Construction 1 Modern Timber Frame Construction 2 Multi Storey Timber Frame Construction 5 Benefits and Drawbacks of Timber Framed Construction 7 References 8 The History of Timber Framed Construction Timber framed construction has been â€Å"used in Europe and Asia since the 9th century† (Wikipedia, 2011) . Timber framedRead MoreSteel Structure Construction5481 Words   |  22 Pagesconcrete, timber, brick, and also steel. In Malaysia, the steel has been used especially for the construction of electric tower, industrial building (factory), roof truss, bridge and more. However, the usage of steel for residential is limited because their usage depends on the accompany with the other material. Steel framed structures are designed with the connections between the separate members treated as either non-rigid or fully rigid joints. The frame consists of horizontal beams in both directionRead MoreThe Diagrid System3289 Words   |  14 Pages| Introduction The term Diagrid is a portmanteau of ‘diagonal grid’ and is a technique typically used for constructing large steel buildings by creating external triangular structures with horizontal support rings. The diagonal members intersect each other and the horizontal rings at a single node. The members combine to create an element similar to a moment frame. In a Diagrid structure, gravity and lateral loads are resisted by all of the members, creating efficiency and large amounts of structuralRead MoreBuilding Construction8401 Words   |  34 Pagesresistance rating – the quantitatively evaluated fire resistance of the structural components. The rating is determined by test procedures simulating fire conditions is expressed in hours. Fire resistance for structural elements such as: †¢ Beams †¢ Columns †¢ Walls partitions †¢ Floor ceiling assemblies †¢ Roof ceiling assemblies It is necessary to erect assemblies in the field exactly as they are tested in the laboratories so that the ratings are obtained. To determineRead MoreStrength of Materials 4th Ed. by Ferdinand L. Singer17787 Words   |  72 PagesPROBLEMS IN NORMAL STRESS Problem 104 A hollow steel tube with an inside diameter of 100 mm must carry a tensile load of 400 kN. Determine the outside diameter of the tube if the stress is limited to 120 MN/m2. wofkim@yahoo.com ^^ Solution 104 Problem 105 A homogeneous 800 kg bar AB is supported at either end by a cable as shown in Fig. P-105. Calculate the smallest area of each cable if the stress is not to exceed 90 MPa in bronze and 120 MPa in steel. Figure P-105 Solution 105 wofkim@yahoo.comRead MoreEssay about part 2 unit 6 building technology8555 Words   |  35 Pagesportal Frame†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦.†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦..†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦8 Task 2 (P6) Describe construction techniques†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦..†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦.†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦. 9 Timber Framed........................................................................................................................................................9 Steel Framed.....................................................................................................................................................9 Read MoreFire Load Performance Characteristics Of Metal1352 Words   |  6 Pagesweight. METAL GUSSET PLATE TRUSSES Generally most pre-engineered metal plate truss systems use 2x4 Spruce-Pine-Fir No. 2 or better throughout the entire truss assembly which are connected with metal gusset plates (16, 18, or 20 gauge galvanized steel). The gusset plates are 0.062in thick, 0.05in thick, or 0.038in thick with teeth on one side that range from 3/8in. to 1/2in. in length that are punched into the truss members. The advantages of a metal gusset plate’s behavior while being exposedRead MoreFire Load Performance Characteristics Of Metal1362 Words   |  6 Pagesweight. METAL GUSSET PLATE TRUSSES Generally most pre-engineered metal plate truss systems use 2x4 Spruce-Pine-Fir No. 2 or better throughout the entire truss assembly which are connected with metal gusset plates (16, 18, or 20 gauge galvanized steel). The gusset plates are 0.062in thick, 0.05in thick, or 0.038in thick with teeth on one side that range from 3/8in. to 1/2in. in length that are punched into the truss members. The advantages of a metal gusset plate’s behavior while being exposedRead MoreQuestions On Structural Insulation Panels1965 Words   |  8 PagesMaintenance and Aftercare Cases have shown that SIPs cores especially the joint connections have been emptied and used as a nest by insects. In order to prevent this problem, some of the SIPs are formed with borate-treated foam and specially designed steel mesh can be deterred termites. (Cold Climate Housing Research Center, 2015) The damaged panel needs to confirm whether it is cosmetic damage or structural damage by a structural engineer. The origin of moisture must be founded identified and fixed

No comments:

Post a Comment

Note: Only a member of this blog may post a comment.