d) For ULS:  Load case 2: 1.2G + 1.5Q? [kN/m] [2 d.p]

b) For SLS:  Load case 2: G + ψ_lQ? [kN/m] [2 d.p]

c) For ULS:  Load case 1: 1.35G? [kN/m] [2 d.p]

Q6. Considering your answers to the various questions above, what is the combined uniformly distributed line load that should be used to design the floor joists for each of the following load combinations:

a) For SLS:  Load case 1: G + ψ_sQ? [kN/m] [2 d.p]

Q5. What is the uniformly distributed imposed action (live load), Q, that should be used for design of the stairs (that lead up to the mezzanine floor) according to NZS 1170.1 (you may need to refer to Appendix B of the standard)? [kPa] [1 d.p]

Q4. What is the live load area reduction factor for the live load on the main floor beams according to NZS 1170.1? 

Q3. The intended use of the mezzanine floor is for storage (general storage), with a maximum storage height of 3.0m. What is the uniformly distributed imposed action (live load), Q, that should be used for design of the flooring system according to NZS 1170.1? [kPa] [1 d.p]

d) What is the total dead load acting on the pair of main beams? [kN/m] [3 d.p]

c) What is the dead load contributed from other superimposed loads, such as floor, ceiling, and services? [kN/m] [3 d.p]

b) What is the load contributed from the joist self-weight? [kN/m] [3 d.p]