Dear sir/madam,
I have modelled shear wall by using surface command.As per the previous suggestions, i took FY,FXY,MZ for the design calculations.My doubt is that,(Please visit the site to view this file)the inplane bending moment comes to 2400kNm.Will it be this much high? Can u help in interpreting the results for my design of shear wall.For each surface,how to arrive at the maximum shear acting on it? i' m attaching my model herewith and also the results in a excel sheet.
Thank you,
Regards,
Abirami Mohan.