@ a7x1984.
Thank you for the info and Yes, there are some minor differences in wording, like dead and live loads are now called permanent and variable action respectively. They are so minor that they are unlikely to present any problem.
@ BAretired
Thank you, yes the equation I think the...
Hi BAretired,
Yes it only to with timber in EC5 of rectangular mainly solid timber, as all others would be an subcontractor. No I do not have an G as this would be dependant on the timber at the time.
Thank you for your help.
Hi a7x1984,
I am in the making of an excel to EN5. To find the final deflection, the easiest way in an excel program to get what I need an graphically (i.e. displacement against distance along an beam) like from the bending equations is to use an formula. That is to add the shear and bending...
I am looking to create an excel on the beam design to EN5 and it states that the deflection calculations for timber members should include both bending
and shear deflection.
Hi a7x1984,
Yes under Eurocode EN5 CL7.2. Deflection calculations for timber members should include both bending and shear deflection. I am at the moment making an excel to display clearly the load effect ie BM, SF and deflection the change in the across the beam for partial UDL and point loads...
Hi a7x1984, yes in Euro code EC5 C7.2 it asks to for the instantaneous deflection due to permanent actions and variable actions, and can add only an couple of mm's to an lightly loaded beam. But I am looking find an equation, to add to the excel and the bending deflection, so to find the load...
Hi forum,
I am in the current process of building an quick excel find the BM, SF, defections in beams under simple supports with uniformly/partial distributed load and concentrated load at any point. I need an output on an graph, of length along the beam against defection to find certain...
