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dr.tatish

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dr.tatish last won the day on October 26 2014

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    Male
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    Syria Damscus
  • University
    kyushu University Japan
  • Employer
    Self Employee

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  1. Dear Colleagues: Locking for a waffle slab (with column heads) reinforcement arrangement, specially column heads. A share in auto-cad or pdf for what ever projects, would be extremely appreciated. Best regards.
  2. Dear Esteemed Fellows users of Safe program: Most international codes (including ACI, BS, ...) consider the impact of moments when calculating the punching shear stress in the Flat-Slabs. Referring to the attached picture, Is there any mistake in the sign of the considered moments in the punching result sheet and the correspondent moments signs appeared in the output results of the considered column. Remember that the main axes of the considered column are the default ones of Safe; axis 2 is parallel to the X axis and the axis 3 is parallel to the axis Y. The attached picture is a snapshot of the example BS 8110-97 RC-PN-001.FDB came with Safe-Verification-Design Examples. Your participation and feedback are deeply appreciated, thank you very much indeed.
  3. Dear Sir: Thank you very much in deed, I think your 're right, your attached file matches my understanding, Best regards
  4. Dear Madams/Sirs: I am looking for the following ACI two supplementary documents: ACI 352.1R-11 and ACI 421.2R-10. Best regards.
  5. What would be the assumed distribution of punching shear stress due to the transferred moment in flat slab in case of side and corner columns? Refer to the attached file in case of center column. Thank you very much indeed.
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