A two-story building has the following characteristics. Determine the design earthquake spectral response acceleration parameter at short period, SDS, using ASCE 7-10.Risk Category IIISite Class DSS = 1.25, S1 = 0.75

Determine the ASD adjusted design bending strength, Fb’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 520 lbPLr = 1,600 lbLoad combination:D + LrSpan:L = 12 ftMember size:4 x 6Stress grade and species:No. 1 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC > 19 percentLive load deflection limit:Allow. Δ ≤ L/360

What is the wet service factor, CM, for the compression strength perpendicular to grain of visually graded dimension lumber, except Southern Pine?

What is the temperature factor, Ct, for the bending strength of sawn lumber that is kept wet with a constant temperature of 90°F?

What is the incising factor, Ci, for the compression strength parallel to grain of a sawn-lumber member?

What is the load duration factor, CD, for a load duration that is permanent?

The dimensions for 2×14 standard dressed (S4S) sawn lumber is _______.

What is the wet service factor, CM, for the tensile strength of visually graded Southern Pine dimension lumber?

Determine the bending reference design value for Select Structural visually graded Douglas Fir-Larch dimension lumber.

What is the incising factor, Ci, for the modulus of elasticity of a sawn-lumber member?