By Donald Breyer, Kelly Cobeen, Kenneth Fridley, David Pollock Jr.
* The best-selling textual content and reference on wooden constitution design
* contains the newest nationwide layout requisites, the 2003 overseas development Code and the most recent details on wind and seismic a lot
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Extra resources for Design of Wood Structures-ASD
However, other types of vertical loads are deﬁned in the IBC and may need to be considered, including ponding loads and wind uplift. The loading speciﬁed in the IBC represents minimum criteria; if the designer has knowledge that the actual load will exceed the Code minimum loads, the higher values must be used for design. In addition, it is required that the structure be designed for loading that can reasonably be anticipated for a given occupancy and structure conﬁguration. If loads which are not addressed by the IBC are anticipated, ASCE 7 and its commentary may provide guidance for the loads and combinations of loads.
The magnitude of dead loads for various construction materials can be found in a number of references. A fairly complete list of weights is given in Appendix B, and additional tables are given in Refs. 5. Because most building dead loads are estimated as uniform loads in terms of pounds per square foot (psf), it is often convenient to convert the weights of framing members to these units. For example, if the weight per lineal foot of a wood framing member is known, and if the center-to-center spacing of parallel members is also known, the dead load in psf can easily be determined by dividing the weight per lineal foot by the center-to-center spacing.
16 of the IBC. For convenience, a number of ﬁgures and tables from the IBC and ASCE 7 are reproduced in Appendix C and Appendix D. 2 Vertical Loads There are three primary categories of vertical loads: dead loads, live loads, and snow loads. However, other types of vertical loads are deﬁned in the IBC and may need to be considered, including ponding loads and wind uplift. The loading speciﬁed in the IBC represents minimum criteria; if the designer has knowledge that the actual load will exceed the Code minimum loads, the higher values must be used for design.
Design of Wood Structures-ASD by Donald Breyer, Kelly Cobeen, Kenneth Fridley, David Pollock Jr.