PKPM structure design, how can the movable partition to the structure of the load
It is always there is a distance it, you add it all the like, 16, plus surface layer 19. General wall 240, wall 4.5 wall 4.8 enough, but also openings, in fact, porous brick and the previous Almost, just a little light on the fly ash, the conservative point is always good, do the design is the most afraid of missing load
In fact, the load is much lighter than the real wall, I was doing structural design, if you keep the point of security, according to the real wall input well, what questions can also ask me,
At this time according to "building structure load specifications" Appendix C formula converted to uniform load applied to the board
The formula means that the original line load and the equivalent load are calculated by the one-way simple plate
Structural design of many engineers will be converted after the uniform load multiplied by a coefficient greater than 1 after the full layout, the landlord can refer to
