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Quesion # 53
Question by MG (LinkedIn)
"I had a question in regards to your Bearing Theory for Column Transitions.
In regards to A1 and A2, How do you calculate A2 as AS3600 notes that A1 and A2 should be geometrically similar yet from your analogy it doesn't appear they are?

Question by: RKALC Admin | Date: 11/4/2024 6:12:52 PM

Quesion # 52
what is the difference between COULOMB and RANKINE theories in lateral pressure onto retaining walls?

Question by: RKALC Admin | Date: 3/30/2024 9:47:57 AM

Quesion # 51
what are the APPARENT PRESSURE DIAGRAMS for anchored shoring walls?

Question by: RKALC Admin | Date: 3/30/2024 9:46:35 AM

Quesion # 50
When do we need to calculate cross wind moments in buildings?

Question by: RKALC Admin | Date: 3/30/2024 9:40:58 AM

Quesion # 49
What is the appopriate over-strength factor to be used for the design of wall piers, then coupling beams according to the Australian Standard AS3600-2018

Question by: RKALC Admin | Date: 3/30/2024 9:40:19 AM

Quesion # 48
Question What is soil-structue interaction in tall buildings?

Question by: RKALC Admin | Date: 3/30/2024 9:39:07 AM

Quesion # 47
Question

What is the significance of P-Delta analysis in short, and tall buildings?

Question by: RKALC Admin | Date: 3/30/2024 9:38:13 AM

Quesion # 46
Sample Question What is the universal deflection formulae for beams?

Question by: RKALC Admin | Date: 3/30/2024 9:37:36 AM

Quesion # 45
Sample Question

How do we estimate moments applied onto transfer slabs without modeling (approximate analysis)?

Question by: RKALC Admin | Date: 3/30/2024 9:36:41 AM

Quesion # 44
Sample Question How can we rapidly determine the appropriate dimensions for concrete columns based on their section size, MPa rating, and slenderness, without the need to draw interaction diagrams or calculate moment magnifiers to account for buckling?

Question by: RKALC Admin | Date: 3/30/2024 9:35:37 AM

Quesion # 43
Sample Question

How do we determine section modifiers in ETABS for walls (piers and coupling beams), columns, and slabs?

Question by: RKALC Admin | Date: 3/30/2024 9:33:40 AM

Quesion # 42
Sample Question What are the parameters for long term deflection in CSI Safe according to AS3600-2018? I am referring to non-linear analysis with creep and shrinkage allowance, and some NL load combinations. moreoever how does safe compare to Ram Concept in relation to this matter? Kind regards

Question by: RKALC Admin | Date: 1/28/2024 1:25:48 AM