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Hello all! I have a question regarding the "Explanatory Notes" in the A23.3-14 Concrete Handbook. I'm designing a plain concrete square footing and section N22.6.6 shows the following calculation for Shear resistance: Vr = 0.18*λ*Φc√f'c*(lb/Q) What does the "Q" in the above equation reference...

Thank you for the reply Celt83. I also have a follow up question to your reply: If that is the case with the load distribution to the column/wall, then how would I know that the load distribution to the shear walls will be accurate when I perform a lateral analysis? Will you be recommending a...

Hi everyone, This is my first time posting on the forums and I have a question regarding my ETABS model. I was trying to analyze my model for load combo “C2DLLL04” and was interested in the axial loads at column D5, and grid D4 (at the edge of the wall) on the ground floor. According to my hand...