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Found 5 results

  1. Can the slab bottom reinforcement pass below inverted beam bottom reinforcement? Otherwise the slab bottom reinforcement mesh will be lifted up atleast 2.5", thus reducing the design effective depth.
  2. I noticed this incorrect framing of the floor in the workshop of Azim (Suzuki) motors
  3. Primary Beam And Secondary Beam

    ASLAMWALEKUM IN ETAB MODEL THE SECONDARY BEAM BREAK ON PRIMARY BEAM ,SO THAT POINT LOAD OF SECONDARY BEAM CAN APPLY ON PRIMARY BEAM , BUT IF TWO BEAMS OF SAME STIFFNESS , SPAN AND LOADING ARE INTERSECTING AT THEIR MID POINTS , HOW TO DECIDE WHICH ONE WILL BE PRIMARY AND SECONDARY BEAM , I AM ATTACHING THE ETABS PALN
  4. Modeling Beams

    i want to model beam whose ends are resting on masonry wall in etabs,if i assign hinge or roller support to end points of beams how the load,moments and shear will transfer to below elements if it is a mulistorey building
  5. Here are a number of questions that I need answered. Help would be appreciated. Q1. In ETABS, what if the beam combined fail in Shear and Torsion? Need Solution Q2. In ETABS, Obtained moments on both ends on simple supported beams. What to do? Q3. Discuss dependance of foundation on bearing capacity of soil in SAFE model? What options do you have if the Bearing Capacity is very low? How would you check and find one way and two way shear in SAFE model? Q4. Why mass and weight are considered separate in ETABS? Q5. Differentiate b/w P-Delta analysis vs Dynamic Analysis? Q6. Material properties and strength of Concrete depend on what parameters? Q7. What limit "1" in punching shows in SAFE? Even if you know just one answer, please reply. It would be very helpful. Thank you and Regards.
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