I was waiting for you since F-Y 248, E-200,000 if not given I just wanna give up, but then you showed up amidst of my self deformation, strain and stress with an area that covers me at my critical state. I know it's too early to conclude you're the 1 coz I have to check if Steel will yield in tension zone or maybe you're in transition zone but 1 thing I'm sure, you're still the point 85 f-c prime over f-y beta 1 times 3 over 8 the rho max, since you lifted me to the maximum strength.
Oh my Steel lover, I do really see you as my fi - factor of safety, you prolonged my life as I'm week in tension. When you reach your ultimate yielding point FY, just to make sure I'm alright. You reinforced my concrete life and melted my heart that even Euler doesn't have a chance to disagree.
Sometimes I have to convert my concrete self to be a steel but don't worry I've got the "n". I'm willing to adjust to make sure I can hug you tight as like as composite section acted as one and casted monolithically. Steadfast, hope we survive axial, tensile, compressive stresses, more of bending, shear or perhaps torsional? Don't worry my steel, I can reach my M-U, P-U, V-U, T-U just to protect you.
Oh my Steel lover, I do really see you as my fi- factor of safety, you prolonged my life as I'm week in tension. When you reach your ultimate yielding point FY, just to make sure I'm alright. You reinforced my concrete life and melted my heart that even Euler doesn't have a chance to disagree.
1.2 Dead load plus 1.6 live load with combination or none, sometimes we share the same principle coz we believe we're match. The Factor of safety we use to protect ourselves from any failure, at least there's NSCP to lead the way. Eyyy eyyy.
Thank you for coming to my life in my critical state. I won't forget you even they rupture me into pieces. I'm happy that we once collide, being reinforced by you my steel is the best part of my life.
