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calculations in pdfhttps://files.engineering.com/getfile.aspx?folder=cf29c1fc-7be5-4ef8-97db-a89b36563bfc&file=calculations.pdf

Mathcad file my calculationshttps://files.engineering.com/getfile.aspx?folder=de0fd4fc-ce54-44f9-a347-f38937f15284&file=Beregning_af_vibrationer.xmcd

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

Yes but why is the uniform load been taking into consideration twice? 0,5*q_p*b_p+ 2/3*q_p*b_p I mean the compression from the unfor mload 0,5*q_p*b_p is logic but i really dont understand where the 2/3*q_p*b_p comes from. Is it the weight from the walls? because that is not given :S

The purpose of the analysis sis the comfort for people walking on the floor.

Hmm i dont know if u use fem design. But my model is attached. Can you tell me what i can do in order to reduce the eigenfrequencies? https://files.engineering.com/getfile.aspx?folder=c5e64758-9f79-4f54-ac34-fa8e466c3cb9&file=F_16_Kostald_v6_fremtidig_med_indskudt_dæk_udenvægge.str

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...

Can someone expalin the calculation shown with yellow?

Im designing according to eurocode 5

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

Kootk so on your opinion my beem should have this height ( see the attached file). The problem is the reinforcement of this height beam will be problematic because i also need reinforcement in my pilecap etc...

You can see it on the attached file. lol.

No I'm asking why can you consider the slab supported by the beam?

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...