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What is considered a passing score for the Civil Surveying exam?

Can someone please explain where the force of F2 = 12.4 kips is derived from as shown in the solution?

Can someone please confirm or correct my understanding on the following? When working nailing problems using American Wood Council Tables 4.2A and 4.2B for horizontal diaphragms we use ASD force unit roof shear (0.7xVunit-roof) and compare to half the tabulated values in the AWC tables...

The question wording is a bit confusing. The questions asks: " Determine the governing wall anchorage force (Fp) at the Level 1 (and Level 2) flexible floor diaphragms." The solution takes the weight to be 1/2 the wall of story 1 plus 1/2 the wall of story 2. Is the problem really just...

On the last part of the problem I am having trouble understanding the sign change in computing the Max Force on Wall-2 The Base Shear is in the E-W direction. When evaluating the accidental torsion ey2 a counter clockwise rotation about the CR occurs. This causes an additive force to the Base...