I was reviewing the 'Simplified Lateral Design of Post-Frame Buildings' guide (2012) prepared by Don Bender, Ph.D.
Available here:
I have attached a small portion of the guide regarding the eave deflection calculation. I have several questions on what values are typically used for the variables in the deflection equation. Is there a typical value used for Ga, apparent shear wall stiffness (k/in)? The NFBA manual Chapter 7 provides shear wall test assembly results for various cladding products. NFBA Table 7-2 provides Effective In-Plane Stiffness, c, values ranging from 7,400 - 19,000 lb/in, and Effective Shear Modulus, G, values ranging from 5,500 - 14,000 lb/in. Is there a correlation between these engineering properties C, G, and Ga? From my online research I found computed values for Ga ranging from 10,000 to 11,500 lb/in.
Lastly, am I interpreting the value of x (the distance from chord splice to nearest support) correctly? In the third term of the deflection equation, this value 'x' must be multiplied by the number of chord splices. Would that be the number of splices along the length of the building? (The deflection due to chord slip is not significant, but I want to make sure I'm understanding the calculation correctly).
Any input is appreciated.
Available here:
I have attached a small portion of the guide regarding the eave deflection calculation. I have several questions on what values are typically used for the variables in the deflection equation. Is there a typical value used for Ga, apparent shear wall stiffness (k/in)? The NFBA manual Chapter 7 provides shear wall test assembly results for various cladding products. NFBA Table 7-2 provides Effective In-Plane Stiffness, c, values ranging from 7,400 - 19,000 lb/in, and Effective Shear Modulus, G, values ranging from 5,500 - 14,000 lb/in. Is there a correlation between these engineering properties C, G, and Ga? From my online research I found computed values for Ga ranging from 10,000 to 11,500 lb/in.
Lastly, am I interpreting the value of x (the distance from chord splice to nearest support) correctly? In the third term of the deflection equation, this value 'x' must be multiplied by the number of chord splices. Would that be the number of splices along the length of the building? (The deflection due to chord slip is not significant, but I want to make sure I'm understanding the calculation correctly).
Any input is appreciated.