Based on the latest EAD, ETAG and Eurocode guidelines, ensuring that calculations conform to the standards, that they are precise and highly useful. It is proprietary and free-of-charge application for design calculations, responding to even the most specific requirements of construction investments.Īpplication is divided into subject-specific modules dedicated to individual segments of construction works.
#A frame scaffolding design calculation free
What also proves important is that our clients are granted access to the program completely free of charge. On top of that, the application supports users in solving problems which may emerge in subsequent stages of design works.
#A frame scaffolding design calculation professional
With reference to even the most highly specific data at hand, the program chooses fixing solutions it considers optimum in quantitative and qualitative terms, making use of the professional products from Rawlplug. EasyFix automatically performs quick, accurate and useful calculations taking the highly individual nature of specific works as well as latest standards into consideration, ensuring conformity with the ETAG, EAD and Eurocode guidelines. This is why Rawlplug has developed the EasyFix application – an innovative solution for fixing related calculations whose main task is to maximise the support rendered to architects, construction engineers, designers and contractors in their everyday efforts.ĮasyFix is an easy-to-use, yet versatile application with a potential to spare you the toil of design calculations. It is decisive of the progress of every subsequent stage of works, and consequently also of the safety of operation of each newly erected structure. Planning of a new investment is the first stage of a construction project, and an extremely important one. The contemporary construction industry expects ambitious, technologically advanced and highly functional solutions. !i!e bracings are to !rovide to scaffold frames.Is performing design calculations required to plan fixings for diverse construction elements using Rawlplug branded products. tonne allo%able load !eracting on one vertical frame leg of frame as !er man#fact#rer sĭiagonal and longit#dinal '. Leg of frame as !er man#fact#rer stec8nical data attac8edħ.2 S ""orting /et concrete eam Design c8eck tonne allo%able load !erĭesign ,hec on the Str ct ral ,a"acit of the S ""orting Scaffolding Frame to -et,oncrete Sla and (eam ? kN S#mmation of vertical forces divided by 2) #.2 Design of main tim er eam to s ""ort /et concrete eam and tim er atten 2 nos. #.1.3 Shear stress S8ear forceE : = % / 2 Kllo%able stressE f! = fg kl k6b k4 k %8ere f = 12.41 N/mm$ Kct#al bending stressE fs = 5 / O= 0.4+ 10P?) /. #.1 Design of tim er atten to s ""ort /et concrete floor eam sa 1000mm 5 *00mm6mm mm M ?00mm c/c s!acing) Storey b#ilding 5a6im#m 7ig8t of frame 9 2 )ĭead oad:ertical rame in lanes ly%ood = 10 kN/m 0.012m 0.1m = 0.012 kN/m &imber batten = 10 kN/m 0.10m 0.0 0m = 0.0 kN/m Scaffolding dimension = 1220 -) 1 0mm ) 1 00mm 3)Ģ.0 Design For External Perimeter Scaffolding kN/m$ġ.3 Other relevant data i) No %ind load is taken in acco#nt ii) &imber 'rade ( Standard to be #sed moist#re content * 1+,) Iii) Scaffolding vertical frame = 0.2 kN/!c iv) Ste!s for scaffolding = 0.1 kN/!cġ.2 Live Loadi) "onstr#ction load = 12. 1.1 Dead Load i) Density of concrete = 24 kN/m ii) Density of timber = 10 kN/m
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