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groszni awesome

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groszni awesome last won the day on October 16

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About groszni awesome

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    Lieutenant

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  • Gender
    Male
  • Location
    Indonesia
  • University
    Islamic University of Indonesia
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  1. Structural Engineering Books

    steel design - segui
  2. Flexural Analysis

    doesnt work like that, you gotta check the compression steels strain (ecs) , it usually dont yield so you couldnt use fy
  3. Flange brace design

    thank you, would you mind if i ask you to draw the mechanism? thanks.
  4. Flange brace design

    How do we design flange brace to resist LTB on structural steel beam? Whats the mandatory force to design it?
  5. Seismic Analysis

    RSA would do it, there are so much parameters u gotta assumed/determine in time history analysis, plus you dont have that lot of seismic acceleration records in indonesia
  6. Tapered column footing design

    do it as usual way, take the base moment and the axial load from the column
  7. shear modulus and shear wave velocity of soil

    so is it possible to just using SPT to determine the soil site classification on earthquake provision? as u said that we could do some calculation empirical formula to convert the SPT to Vs maybe?
  8. Pile Design

    foundation design by Bowles or Braja M.Das
  9. Tributary Area Of Slab On Beam.

    this only works for gravity loads though
  10. Location of shear walls in High-rise RC buildings

    yepp agreed with @Ayesha its depends on your layout and architectural work, but the best way to do it is place the shear wall on the place closest to centre of mass this already proved by some journals on internet as a kind of optimum place to put the shear wall on, but the internal forces of shear wall would have a bigger result cause it tends to withstand more mass you should try several numbers of model to pick which one the best in reducing structural displacement and withstand internal forces.
  11. Lateral Torsional Buckling prevention

    Assalamualaikum SE Pakistan, Im designing a steel gable frame with a large span about 28m, and the LTB for beam design govern the design. i have the lb (braced length of flexural member) is the same as actual length (no bracings) so i gotta enlarge the section. 1. how do you properly braced the beam? please include some pictures 2. does adding a web stiffener is the same as adding a bracing? 3. could the purlin acts as the same as the bracing does? best regards
  12. Assalamualaikum SE Pakistan in this pca seismic guide detailing it says that the rebar hook shall be bends towards to the center of column but i always see the bend is towards to the outer of column, which one is right? and why? all the best
  13. reinforced concrete longitudinal rebar placement

    how did you model the section with different spacing of long.bar in SAP2000/ETABS? i always see that they have the same spacing bar to bar
  14. Assalamualaikum SE pakistan in general placement of rebar, i always see that the rebars set on the same spacing. These are 2 columns they have the same ratio of reinforcement, same dimentions, but the placement of rebar about 2 axis the A one has larger d than the B one and according to calculation its obvious that the A one gives the larger moment resistance(M3) , which one give the best overall resistance i mean not only the moment resistance but to overall ? the A one or B one? Regards
  15. Applying triangular load on plates/shells in ETABS or SAP200

    @Saad Pervez @Rana @EngrJunaid thanks alot for the response, is it better to make the reinforcement to 2 layers of bar or just 1 but more tight space?
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