I'm after some experts to assist with Timoshenko. I'm trying to calculate the deflection at the tip due to shear deformation and loading. I've found many formulas showing deflection at tip when the load is at the end, however none where the point load is at 'x'
I know of Pa^2/6EI x...
Hey Team,
I'm after a bit of advice regarding Cl2.2.3 (b)(ii). We have a shear wall where the vertical bars are tied together with legs at every 200mm spacing. My question is what value of β would you use? The code stipulates 'in regions where effective confining reinforcement is...
Hey,
The item below refers to a post tension slab design
I'm slightly confused on the wording which AS3600 uses for this clause.... 'if this stress is exceeded, by providing reinforcement or bonded tendons, or both near the tensile face with a centre to centre spacing not exceeding the...
Hey team,
I've got to design a crane beam and I'm jus wondering if anyone has any guidance or literature they can direct me to. I know its to AS1418
Thanks
Hi,
I've been instructed to perform siesmic loading on ducting and pipework which is already built.
i
The existing detail is basically two M12 rods which hang from for above slab supporting the duct. the connection of the M12 rod is basically fixed in to the slab providing a rigid...
Hi, Apologies if this has been asked.
In relation australia tilt panel construction, I'm trying to find out what is the minimum reinforcement to use, there are a lot of companies which specify SL92 (292mm2) on a 150thk panel. however when I checked according to AS3600, the absolute minimum...
I'm after some assistance please. Firstly I've just started to get into pile design. Initally started with Broms to Brinch Hansen and now P-Y Curves. But I'll be honest, its a mind bender. I understand the concept in the sense that soil reistance is related to the delfection of the pile...
Hi,
Can you please assist in a dispute which is currently progressing with an on going project.....
Engineer's certification on their letterhead that the proposed works within the batter zone of the lot will not load the batter profile and revetment wall over 5kN/m2
My understaning is it...
Hi...
I'm not sure this is even possible and whether its correct. I'm designing a tilt panel with mesh on each face. When checking this for flexural bending if the compression steel falls within the tension zone, can this 'compression steel' be taken as tension steel as well?
I've never seen...
