Hi, can anyone suggest me any minimum bearing reference from any code for prestressed ground beams like the one attached?
Thanks a million.http://files.engineering.com/getfile.aspx?folder=e09fda4b-3bad-40dd-9c77-ba77ff1211c0&file=aaa.png
Hi,
i have designed Precast wall panel now i need to design horizontal connection of two walls, could anyone suggest me any method or example? i need to follow Eurocode.
Any Example would be great.
Regards,
Please take a look of the pictures attached, these are prestressed ground beams, i used 5-7dia prestressed wires.
your comments as per ur understanding related to this failure will be appreciated...
Hi,
if i have beam which is slender so basically width to depth ratio is not as specify in Code which makes it slender, which means it might have secondary effects but its still a beam, what kind of secondary effects am i dealing here with? and i am ensuring it takes torsion and making sure to...
What is the difference between BS 8110-1:1997 and BS EN 1992-1-1:2004+A1:2014
can someone explain me if BS and EN are the same code? if not then what is BS EN means? every time its written together as a reference of code like one mention above?
Thanks,
HI,
guys i have Precast beams of 1.8 meter deep and 400mm width so basically very slender beams, now do i need to prop them Laterally? like we do precast walls?
Regards,
Hey Fellows, i have a question,
incase i do not have any in-plane shear in the slab due to wind or any source then what is the minimum shear i need to consider inorder to calculate in place shear ties??
Thanks a million in advance.
HI, i have got confused as how to differentiate between deflection and Bending moment and is deflection can be controlled by increase reinforcement? if so how can i calculate deflection after increasing reinforcement? i mean using which formula? or what are the factors that affects to increase...
I have a question, i have one Core(Precast). i have calculated the weight of it, and its coming somthing around 5.4 Tons but when i am lifting it, its weight is 6.0 tons, now anyone give me any advice what might be the reason for that?
Regards
Hello leds,
I am designing Precast Stairs connected at landing with Bolted Angle, now i need to do Progressive Collapse Design, does it means i need to apply 34kN/m2 pressure as describe in BS8110 : Part 2 :1985 2.6 Robustness?? and then strengthen my connection for the reaction i get from this...
Hi, i have a Precast stairs which is connected to a landing through Bearing Angle, now i need to make this connection fix so it will be able to take the moment at support for the worst case which is, if my other ends fails and my stair is Cantilever, now what i am looking for is, what should be...
