SoftcoverTwo loose sheet corrections for publicationstructural design, steel structure standard, walsh st library

"The Melton Viaduct, opened in 1886, is of State heritage significance as a very large and visually distinctive wrought iron, lattice girder trestle bridge over the Werribee River (now Melton Reservoir). It comprises 18.3 and 9.1 metre spans, in a generally alternate arrangement, of total length 375 metres, and standing 38 metres over the Werribee River. Wrought iron small section iron was used to build tension trussed trestle legs, which supported four lines of rivetted wrought-iron deck-type double lattice trusses. It has bluestone abutments and pier bases of coursed rock-faced bluestone with drafted margins. The larger half-piers, now usually submerged in the Melton Reservoir have sharp tapered cutwaters and curved coping at the tops. While designed to carry two rail tracks it has only ever been used as a single track line. Despite several alterations to its deck structure, it remains an outstanding example of a lighter structural design employing open metal trestle supports and metal truss girders. The direct Melbourne to Ballarat railway link of which the Melton viaduct was the major engineering work contributed significantly to the history and development of Victoria. This new link reflected Ballarat’s diversifying economy as well as the commercial and political influence of the metropolis. Construction of the bridge, and the associated large workers camp, were extensively photographed, documenting an important episode in local history. The railway enabled the development of new industries in the Melton area, notably the timber industry and a chaff industry of national importance, greatly facilitated the later transition of the Shire from a pastoral to a farming economy, and struck a major blow to Melton township’s era as a wayside town servicing Ballarat road (especially coach) traffic". Melton Railway Bridge being built across the Werribee Rivertransport

The core samples in the display cabinet were obtained from the various sites at which drilling into the rock surface was carried out (under the control of design and structural engineers of the SEC Kiewa Hydro Scheme - late 1940's). This function was a precursor to the decision where to locate, in this case, the McKay Creek Power Station. The information gained by structural engineers from the core samples would be used also for the placements of underground tunnels entry and exit points and the overall effective size of the generator plant. This would have included drill and blast techniques (rock characteristics play an import part of explosion control), requirements for support structures and reinforcing cement/steel forms. The use and replenishment of diamond drill bits(the strongest available, see KVHS 0280) was dependent on the "type" of rock found (harder rock required greater numbers of drill bits). Support beams for reinforced ceilings and floors was also a necessity.These rock core samples are very significant in the formulation and placement of the underground Power Stations and their maze of tunnels (in and out) for a successful implementation of the Hydro Scheme. The amount of pre-planning and engineering studies required for such a large scheme must be undertaken to ensure that a "white elephant" was not the result.There are nine columns of rock cores, each 30mm in diameter, set in a wooden display rack. A clear plastic (slide out) protective panel is installed to the front section. Within each column are block details of the depth from which that section was brought from. See KVHS for the appropriate sketch details.Depth levels (retrieved from) are shown for each section on wooden Blocks: 1st Block: "7'10" (seven feet, ten inches), 2nd Block:"9'4" (nine feet, four inches), 3rd Block: "19'3" (nineteen feet, three inches), 4th Block: "24'2" (twenty four feet, two inches), 5th Block: "25'7"( twenty five feet, seven inches) and last block: "30' (thirty feet)"alternate energy supplies, alpine feasibility studies temperature, rainfall, sec, kiewa hydro scheme, electricity

Prior to World War II an international competition was held for design of a standard sailplane for use in Olympic competition in 1940 in Finland. The design chosen was the “Meise” from DFS in Germany and its designer Hans Jacob. The 1940 Olympics were cancelled due to the outbreak of war and post war international gliding competition has been organized as World Championships, not as an Olympic event. After the war the Meise was manufactured by firms in Europe and a few were built by amateurs from plans. In 1945, a United Kingdom firm, Chilton Aircraft Limited, revised the plans for the DFS Meise Olympia keeping its aerodynamic shape and prepared new technical drawings for the production of the Chilton Olympia. It engaged Elliotts of Newbury (a firm with aircraft production experience during the war) to built a set of wings for its prototype. The wings were made by Elliotts but it apparently refused to let Chiltons have the jigs required to build more wings. The matter was resolved by Chiltons transferring its production rights and equipment to Elliotts. Elliotts produced several batches of Olympias (the “EON Olympia”) – probably about 150 in total from 1947 including Marks 1, 2 and 3 versions (featuring some structural changes and design improvements). The Australian Gliding Museum’s Olympia is a Mark 2 (actually 2B according to the logbook) which can be distinguished by the built in main wheel and blown Perspex canopy. It was designated as serial number EON/O/34 by Elliotts. It was damaged badly at Bristol, UK, in 1949. The wreckage was acquired by a Melbourne based syndicate including Dave Darbyshire, and imported into Australia. Additional damage occurred in shipping due to the need to shorten the wings to fit them into a crate. The syndicate rebuilt the glider and re-launched it in 1956 (registration number VH-GHR). It was flown by the syndicate and several gliding clubs in Victoria and South Australia until about 1972. A potentially airworthy example of a now rare sailplane of historical importanceSingle seat wooden sailplane, partly restored.australian gliding, glider, sailplane, dfs, hans jacob, meise, olympics, eon olympia, chilton aircraft, elliotts of newbury, dave darbyshire, great eastern gliding club, barossa valley gliding club, murray bridge gliding club

.1 & .2 - Civil Engineering student practical work examples .3 - First year Engineering students' competition : design, built and tested specified braced truss. Testing usually done during Open Day. .4 - Thermodynamics laboratory colorimetry room. reproduced in the 1975 Handbook, p 90Images of students engaged in structural work. .1) Three people at a load frame with a roof tress element. .2) A male student at an electronic surveying instrument. .3) Several people around a test setup for a student made model truss. .4) Three male persons at an experimental setup involving a garbage bin.ballarat institute of advanced education, civil engineering, laboratory, open day, thermodynamics, lloyd payne, alumni, trevor gourley

The Eltham Community and Reception Centre was Australia's first public mud-brick building. Commissioned in 1977 by Eltham Shire Council, led by Shire president (and architect) Robert Marshall, architects Whitford and Peck were asked to design a multipurpose facility in mud-brick and timber. The official opening was performed by the Hon. R.J. Hamer; E.D., M.P., Premier of Victorai on Saturday, April 22, 1978. Architects: Whitford & Peck Pty Ltd Quantity Surveyor: D.J. Cant & Associates Structural Civil Engineers: Charlett & Moore Pty Ltd Landscape: Peter Glass, Dennis Edwards Mech Elec: Lobley Treidel & Partners Pty Ltd Acoustics: Riley Barden & Kirkhope Builder: L.U. Simon Pty Ltd Covered under Heritage Overlay, Nillumbik Planning Scheme. Published: Nillumbik Now and Then /​ Marguerite Marshall 2008; photographs Alan King with Marguerite Marshall.; p177 The Wiggles performed there, so has the ABC’s Play School. New citizens have made their vows, volunteers have been honoured, school children have performed, weddings celebrated and people mourned at funerals. Since 1978 the Eltham Community and Reception Centre at the corner of Pitt Street and Main Road, has provided a beautiful and quintessential Eltham environment for people from all over Melbourne. Recognised as Australia’s first public mud-brick building, the centre was built partly on the site of the parsonage of the former Methodist Church (now the Uniting Church).1 Commissioned by the Eltham Council headed by President Robert Marshall, architects Whitford and Peck were asked to design a multipurpose facility in mud-brick and timber. Following public consultation, it was agreed to build a centre for dances, exhibitions, films, plays or concerts. The results – at a cost of around $620,000 – captured the Eltham rustic style. The building – in soft tones of mud-brick and timber and immense floor-to-ceiling windows – overlooks the Diamond Creek and sporting fields. Eltham’s strong artistic heritage is reflected in the centre. Although the lighting is not ideal for a gallery and labels cannot be placed on walls, the centre hosts the Nillumbik Art Awards and displays around ten to 20% of the Nillumbik Shire Art Collection, usually for around a year at a time.2 On permanent display, close to the entrance, is local artist Clifton Pugh’s White Choughs in the Landscape. Further to the right is the Walter Withers Gallery, named after a local member of the Heidelberg School of artists. As part of the Eltham Gateway opposite the Eltham Hotel, the centre stands on what was once part of the Eltham Town Centre along this section of Main Road, then known as Maria Street. On the same site once stood the house and flour mill owned by Henry Dendy, best known as the founder of Brighton, although he lived longer in Eltham. Beside the drive is a wheel-rim tool with accompanying plaque, illustrating a technology important during the horse-powered age and now almost completely gone, as has the blacksmith’s shop that had housed it nearby. The implement is a platform for fitting iron tyres to the wooden rims of cartwheels. Beneath it is a capsule placed in 1985 to commemorate Victoria’s 150 years, which is to be opened in 2035. Although the plants, forming part of the landscaping by Peter Glass and Denis Edwards, are largely indigenous and other native species, some exotic plants are protected as an important link with the site’s past. Planted at the front around 1920, is a large Peppercorn tree with two joined trunks growing from the base, and close by is a Bhutan Cypress (Cupressus torulosa). Three other Peppercorn trees fringe the drive. The building includes two halls – the larger seating 250 people – and a large foyer overlooking trees and ovals. Both halls have retractable rear walls providing varying spaces as required, and guests can use several external decks. A site for outdoor theatre has been carved out of the natural slope outside the entrance. The Bricklayers Union refused to use the traditional mud-bricks, which weigh more than 22kg. As a result the mud-bricks were redesigned to reduce their weight and were laid back-to-back to produce a wall of normal thickness.3 The centre’s massive timber frame is reminiscent of timber bridge construction, with infill panels of mud-brick.4 In accord with the rustic style are colossal rough-sawn posts, bolts and steel brackets. The combination of mud-brick, exposed feature timber framing and creative design in this centre, characterises Eltham’s innovative buildings and the social movement behind them from the 1940s to the 1970s.This collection of almost 130 photos about places and people within the Shire of Nillumbik, an urban and rural municipality in Melbourne's north, contributes to an understanding of the history of the Shire. Published in 2008 immediately prior to the Black Saturday bushfires of February 7, 2009, it documents sites that were impacted, and in some cases destroyed by the fires. It includes photographs taken especially for the publication, creating a unique time capsule representing the Shire in the early 21st century. It remains the most recent comprehenesive publication devoted to the Shire's history connecting local residents to the past. nillumbik now and then (marshall-king) collection, eltham community and reception centre, mudbrick construction

The Eltham Community and Reception Centre was Australia's first public mud-brick building. Commissioned in 1977 by Eltham Shire Council, led by Shire president (and architect) Robert Marshall, architects Whitford and Peck were asked to design a multipurpose facility in mud-brick and timber. The official opening was performed by the Hon. R.J. Hamer; E.D., M.P., Premier of Victorai on Saturday, April 22, 1978. Architects: Whitford & Peck Pty Ltd Quantity Surveyor: D.J. Cant & Associates Structural Civil Engineers: Charlett & Moore Pty Ltd Landscape: Peter Glass, Dennis Edwards Mech Elec: Lobley Treidel & Partners Pty Ltd Acoustics: Riley Barden & Kirkhope Builder: L.U. Simon Pty Ltdjim connor collection, eltham community and reception centre, eltham community centre, mudbrick construction

VR Commissioner's Special train, steam locomotive D3-639 crossing the Echuca-Moama Road Rail Bridge over the Murray River from Moama, NSW to Echuca, Victoria. Commissioner Edgar Henry Brownbill on footplate, 1962. Commissioner Edgar Henry Brownbill was in office 1957 to 1967. George Coop advises - "The train on the Eltham/Moama bridge is actually the Commissioner’s Special on one of its inspection tours of the VR rail system. This was a very grand special train with accommodation for the Commissioner and staff in carriages also used once for the Royal Train and other State purposes. You can just see the Commissioner of the day, dressed in his suit and wearing engine drivers gloves, standing in the loco cab doorway. A good ‘hands on’ impression is created amongst local staff if can be seen that the boss is no ‘desk jockjey’. The observation car on the back was originally made for the ’Spirit of Progress’. I climbed up onto the bridge iron plate work to get this view. It was safe enough as the cantilevered pedestrian walkway was still on the east side at the time." "I was resident in Echuca from Jan. ’59 to approx. May ’64. At that time the single Echuca/Moama bridge was a combined road/rail bridge. The rail gauge was 5’3” and still is, I believe, on the new bridge that sits just upstream of the old one. This rail line into NSW has always been 5’3" gauge because it has no connection with any NSW tracks. The old Echuca/Moama bridge, locally called the ‘Iron Bridge’ has, over years, undergone some structural changes. The two lattice iron hoops arcing over the roadway have been raised and lowered and changed design. Presently a pedestrian walkway is cantilevered off the west (or downstream) side of the bridge. It used to be on the eastern side. Guess changes went in when new rail bridge only was built on the eastern side as well." Image dated as c.1963 based on same image in Port of Echuca collection (possibly frame 32 of film) (print 19.5 x 24.5cm) On reverse in pencil: "Brown card" in black pen: "Commissioners special. F. Brown on Footplate. George C.L. Coop c1963". https://victoriancollections.net.au/items/59d575b921ea6e1278d78042 However based on frame no. 10, date set as 1962Digital TIFF file Scan of 35mm Ilford FP3 black and white negative transparencyd3-639, d3-class steam locomotive, echuca-moama road rail bridge, edgar henry brownbill, george coop collection, murray river, vr commissioner's special train

Otto Lilienthal (1848-1896) from Berlin, Germany, is widely credited as being the first person to make repeated successful gliding flights. He was known for adopting a thorough scientific approach founded on observations of the flight of birds in relation to the problem of inventing a man carrying heavier than air machine that would fly. He developed and tested bird-like gliders controlled by weight shift by the pilot (a similar method to modern hang gliders). The pilot held on to the glider with his forearms resting in hoops mounted on the main structural beam connecting the wings. The weight shift was achieved by the pilot swinging his trunk and legs. In contrast, the pilot of a modern hang glider is suspended below the glider and, with the use of an A-frame, allows the whole body to be moved around to achieve control. The Lilienthal design apparently had a tendency to pitch down and a tailplane was added to mitigate this problem. Lilienthal flew from hills in the Rhinow region and from a conical hill he built near Berlin. He made over 2000 flights. Importantly, for others seeking to progress manned flight at the time and also for the historical record, reports of Lilienthal’s flights (some with photographs) were published and Lilienthal detailed his experiences and corresponded with other flight pioneers. Lilienthal’s work became well known and influenced Orville and Wilbur Wright in their initial experiments with gliders in 1899 (although in their quest to design and fly an aeroplane they relied on new data created by wind tunnel testing). The replica built by Bruce Hearn is of the 1893 Lilienthal glider. It is very similar to the “Normal-Segalapparat” (Normal Glider) for which patent protection was later granted a few years later. The Lilienthal replica glider is an important addition to the AGM collection as it represents the beginning of successful gliding flight. Hang glider made of wood with wire bracing – yet to be covered with authentic cotton fabric. The glider has a small plate with identification details including name of builder (Bruce Hearn) glider, hang glider, lilienthal, hearn, replica

The Scheibe Bergfalke II is a high performance (for its day) and relatively inexpensive two seat sailplane designed by Egon Scheibe. It appeared in 1953 as a derivative of the Scheibe Mu13 Bergfalke and incorporated design changes to resolve and simplify structural issues that affected the Mu13. The Bergfalke II-55 followed in 1955. About 300 of the Bergfalke II and II-55 types were built in Germany and Sweden. This aircraft of the Bergfalke II-55 type was built by Scheibe in 1961 (work number 339). After a long life at Fliegergruppe Leimen e.V. logging 6754 flights and 1588 hours in the air, the glider was imported into Australia from Germany in June 2004. The glider was registered as VH-GKZ in January 2005 by Thomas Dattler of Millumbindy and flown only a small number of occasions (probably at Byron Soaring Centre). The Mangalore Gliding Club appears to have taken an interest in the glider in 2006 and completed routine Form 2 inspections in 2006 and 2009. The amount of usage during this period is unclear as the logbook records held are incomplete. In January 2012 the glider was purchased by the Southern Riverina Gliding Club and flown at Tocumwal until it was damaged in 2013 due to being blown over while at rest on the airfield. The 10 year survey was due in March 2013 and a decision was made by the club to donate the glider to the Australian Gliding Museum instead of completing the necessary repairs for returning it to an airworthy condition. It is estimated that the glider was flown about 300 times and perhaps logged about 140 hours in the air in Australia. If restored this exhibit will be representative of the Scheibe Bergfalke II-55 sailplane type (a rarity in Australia).Tandem two seat sailplane of a wood and tubular steel construction covered with plywood and fabric. It has a fully enclosed cockpit under perspex (which is missing from this airframe). The wings which join the fuselage at shoulder height are swept forward such that the aircraft can be flown solo from the front seat and be properly balanced. The aircraft is in a damaged condition. Registration "GKZ" on sides of fuselage glider, sailplane, australian gliding, scheibe, bergfalke, byron soaring centre, mangalore gliding club, dattler, southern riverina gliding club, tocumwal

The Salamandra is a Polish glider designed by Waclaw Czerwinski at the Military Glider Workshops in Krakow in 1936. This glider, designated “W.W.S.1”, was produced in substantial numbers prior to the second world war and used in Poland and some other eastern European countries for training pilots. Only one example survived the war, hidden away in the village of Goleszow in Silesia. In addition, no technical drawings could be found, so when the glider was discovered, the Gliding Institute being keen to re-establish gliding in Poland, used the glider to draw up new plans for construction. Five were built for the Institute in 1947 before production was resumed of the “Salamandra 48” at the SZD Jezow Workshops. Improvement were made by adding airbrakes and structural changes for the “Salamandra 49” and a windscreen and larger tailplane were changes adopted for the “Salamandra 53”. An export version designated “53A” was sold to and built under licence in China. Production of the Salamandra ceased in the early 1960s. Total production may have been in excess of 500. The glider was well regarded as a light weight trainer capable of soaring performance. The Museum’s replica was built by Ray Ash and may be may be classified as a “Salamandra 53”. However, he has added something of his own to the design by replacing the cable runs in the wings with control rods. The glider is substantially complete. The wings and tail / rudder surfaces have been covered with poly-fibre fabric. The fuselage woodwork is sealed with varnish. In addition to the finishing work (including painting) and rigging of the main components, the linkages for Ray’s control rod modification may need further engineering to make them operational. The Ray Ash Salamandra is the first of the type to appear in Australia. The Salamandra did not play any role in the development of gliding in Australia in the early years. However, it is an important exhibit in that it shows in tangible form a nacelle fuselage training glider in configuration and construction detail. As such it revisits the pioneering era of the 1930s and 1940s in Australia when wood, wire and fabric were the rule and the nacelle primary glider was generally the first step up for pilots who had mastered the basics in an open primary.Nacelled solo training glider of traditional wood and fabric construction. Construction incomplete.Noneaustralian gliding, sailplane, glider, salamandra, czerwinshi, poland, ash

Spiral bound booklet, plastic cover, blue binding (copy of original)blue back page cover. Thirty four page report 'assesses ground conditions, mining advance rates and support requirements in the weathered zone of the proposed Bendigo decline'. Summary of contents: Bendigo rock mass; boxcut; portal development; decline development (weathered zone); structural domains; rock property data; rock mass classification; portal excavation and support requirements; decline in the weathered zone; shotcreting and boxcut design. western mining corporation, bendigo, goldmining, williams united, northern boxcut, decline, bendigo mining nl, geotechnical, rock mass, rock classifications, bendigo rock mass, shotcreting, rockbolts

This beautiful hand-cut crystal vase was made in Poland by Violetta Crystal Glassworks. Its design is decorative and functional. It reflects vases produced in the late 19th and early 20th century when hand-cut lead Crystalware was popular in England. The lead content in the glass makes the glass softer and easier to hand-cut. The crystal clear glass sparkles in the light. Crystalware was kept for special occasions such as weddings and religious events. The Violetta Crystal Glassworks was founded in 1864 by Franz Losky, at the district of in Stronie Śląskie. Its original name was Oransko-Nassawska Glassworks, then later named Oranienhütte. The Glassworks came under Poland's rule after World War II. In 1950 it was subject to the Central Board of the Glass Industry and Precious Ceramics, with its seat in Sosnowiec, and the Glassworks was called United Glassworks of the Lower Silesia Region – State Crystal Glassworks in Stronie Śląskie.In 1953 it began exporting its products. In 1970 the name was changed to Violetta Crystal Glassworks in the Polish district of Stronie Śląskie. The firm became the major exporter of Polish glass. From 1992, structural changes in the company resulted in the loss of production, which stopped altogether in May, 2008. Minex CEI SA bought the plant in 2011 and operated it until the end of 2018.This hand-cut lead crystal vase design reflects that of vases produced in the late-19th and early-20th centuries. It is representative of decorative domestic items used during that era, particularly for important and special occasions such as weddings and religious events. Crystalware was cherished for its beauty. The vase is also significant for its association with the renowned Violetta Crystal Glassworks established in 1864 by Franz Losky, which was at one time the greatest exporter of hand-cut crystal made in Poland.Vase; clear hand-cut glass, 24 per cent lead crystal. The vase is wide at the top with a scalloped edge. It tapers inwards to a round foot. A clear rectangular label with gold text is attached. It is branded Violetta hand-cut crystal, made in Poland. On the label: "MADE IN POLAND" "Violetta" "Hand cut 24 % lead crystal" "(R)" within a circleflagstaff hill maritime village, shipwreck coast, flagstaff hill, warrnambool, flagstaff hill museum and village, domestic object, decorative object, functional object, vase, crystal vase, cut glass vase, hand-cut glass, violetta, violetta glassworks, polish glassworks, made in poland, vase with scalloped edge, crystal glassworks, franz losky, oransko-nassawska glassworks, oranienhütte, stronie śląskie, hand-cut crystal, crystalware