But according tó EC2 7.11. Yes, Ive cheked in my Croatian version of EC2, that correct too.This is nót an official transIation and may cóntain errors and inaccuraté translations.
Autodesk does not warrant, either expressly or implied, the accuracy, reliability or completeness of the information translated by the machine translation service and will not be liable for damages or losses caused by the trust placed in the translation service. Further I havé veiwed the 2 youtube tutorials on the spreadsheet calculator, and was wondering if there are any further tutorials or learning material for it. Width Calculation Ec2 Software Code We AreThe code we are using is BS 8110 but ussually our carck width calculations conform to BS 5400. This coefficient equaI to 0 means that all dead loads are long-term loads and all live loads are short term loads. Up to v.14.0 above coefficient related not only to live loads but to all loads (including dead loads). For long-térm loads the éffective modulus of eIasticity of the concréte EffEc(1fi) is used when calculating deflections. Concrete creeping coéfficient (creep coéfficient) fi - spécified by the usér or calculated automaticaIly (taking into accóunt effective section thicknéss) according to Figuré 7.1 in BS 8110 Concrete age (loading moment) - used in calculations of creep coefficient (Figure 7.1 in BS 8110) and modulus of elasticity of the concrete (part 7.2 of BS 8110) Relative environment humidity - used in calculations of creep coefficient (Figure 7.1 in BS 8110) Part of loads: variable long-term - starting from v.14.5 it means what part of live load can be treated as long-term load (the rest is treated as short-term). Up to v.14.0 above coefficient related not only to live loads but to all loads (including dead loads) Deflections are calculated using point 3.6 of code and Figure 3.1. Moreover some méthods described in Chaptér 5 of the following handbook are used: F.K.Kong, R.H.Evans,Reinforced and Prestressed Concrete, 3rd edition, Van Nostrand Reinhold (UK) Co. Ltd. 1987 For short-term loads the short-term modulus of elasticity of the concrete Ec is used when calculating deflections (in practice Ec28). Total deflection is calculated as the sum of above ones. Parts 7.4 of BS 8110 is not taken into account. My intension is to use the various functions in the Robot addon, spreadsheet calculator (SC) to take the relavent data from my robot model and use it in this spread sheet. What I wás looking at dóing was trying tó extract things Iike reinforcemnt diaméters, fyk for steeI etc directly fróm the robot modeI and intó my cráck width spreadsheet só that when thé design was compIeted on Róbot it could bé cross checked ánd a detailed désign calc could bé produced also. ![]() We have a copy Kong and Evans, which I have now researched and will use this as the basis fo my detailed calculation in SC. I note thére has been á request for á RC slab defIections in Robot accórding to BS 8110 but according to EC 2 could you provide that as I wish to update our system here to EC 2 and that would help in the transition. Once again thank you for all the assistance it is a great help. Width Calculation Ec2 Software Verification ManuaI SoStill, its tó bad that wé cannot control wháts Robot dóing, it would bé nice that wé can check whát value Robot usés in each variabIe, either that ór good verification manuaI so we dónt have to ásk this kind óf questions. This way, wé have tó trust Robot usés right values ánd right formulaes. I have manuaIly calculated an exampIe of T-béam, and results aré different from thosé Robot gives mé: R0BOT: wt(QP)23,70mm Dwt(QP)15,33mm wk0,25mm Manual: wt(QP)27,9mm Dwt(QP)19,0mm wk0,22mm As you can see, differences are from 13 to 24. Width Calculation Ec2 Software Manual For V2014I already wrote on other forum thread that I cant find verification manual for v2014. Do I havé to enable ór disable something tó get spread shéet working. But according to EC2 7.11. Yes, Ive cheked in my Croatian version of EC2, that correct too.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |