Hey guys. Im about to learn about footfall induced vibration. However i want to reach the same results as in the pdf page 46.
i get 0.0000470959 while they get 5,79E-0,4.
Can anyone help me figure out what im going wrong and where i have made a...
Hey guys do you know any software program which is good to make calculate the above sccording to eurocode ? Or do you know Any booke with design examples
Hey guys. I have a construction of steel structure ( beams columns etc) and a light construction. I have to find the exact eigenfrequency of my construction. The self weight is = 0,8 kN/m2 and a service load of 5 kN/m2 ( according to eurocode)
However that gives me high value of eigenfrequency...
Hey guys. I Have a M12 bolt that i use pr 500mm in bottom timber plate which is subjected to shear 5 kN.
How can i show that she timberplate will not be destructed?
Can anyone show me a calculation of that? I use a timber C25 45x95.
Because i know what the bolt can take but not the timber.
Hey guys i have a question. I have a portal frame like the one attached, where i have timber at 1070 at the rafter. My question is can those timber construction be regarded as bracing against lateral torsional buckling ( Moment) and buckling ( Normal force) pr 1070...
Hey guys i have a question. I have a portal frame like the one attached, where i have timber at 1070 at the rafter. My question is can those timber construction be regarded as bracing against lateral torsional buckling ( Moment) and buckling ( Normal force) pr...
Hey guys. I want to reach the same calculations as robot structural analysis. However my calculation is not near the robot structural analysis calculations. What do i wrong? thanks in advance.http://files.engineering.com/getfile.aspx?folder=370d808b-b812-4f2f-a4a7-4fe4466e22d5&file=Welding.zip
Hey guys. Do you have any suggestions/corrections regarding my plan?
I use beam: width x height =300x1000
Pilecap: 2100x2100
Piles=300x300
Column=500x500
http://files.engineering.com/getfile.aspx?folder=4a9d000b-c7af-4d35-b3d2-4c1d4d0b92c6&file=SKitse_fundamentsplan.pdf
Hey guys. I have just calculated a pile cap for one column, but I'm wondering how to make a pile cap for 4 columns?
http://files.engineering.com/getfile.aspx?folder=a48209b5-e845-4cde-a6fe-3899d6177ebb&file=Screenshot002.jpg
Hey guys. I want to make a simiiar detailiing, however I'm confused about what do do in order to have this consideration right:
My slab shall be supported by the beam so my slab calculation would be right. What to do with the reinforcemenet in order to have such a consideration...
Hey guys. Can someone tell me if i have done the 'equavalent frame analysis' right? And can someone tell me why all the slabs is 7200? I mean in line 1 and 2 the slab should be 6000 and as well in line 3 and 4.
Thanks in advance...
Can someone explain to me why the hell did he multiply by 4,8m? I mean if it was me and i wanted to find out the the distributed load on the continuous slab then i would have multiplied 12,25 kN/m^2 with 1m = 12,25 kN/m
I'm i wrong or is the book wrong? Thanks in advance...
Hey guys see the attached files. I have a pile cap. I'm designing it according to EC2. However I'm not sure about how to find the minimum reinforcement? I have a suggestion though:
I would find the minimum reinforcement for the pile cap by considering it as a deep beem therefore i will use the...
Hey guys i have the following column with the different excentricities and forces. My problem is i don't know how to calculate the moment capacity of a column like this situation. Do anyone have a suggestion regarding how to calculate such a column? Thanks in advance...
