Page 204 - Structural Steel Designers Handbook AISC, AASHTO, AISI, ASTM, and ASCE-07 Design Standards
P. 204

Brockenbrough_Ch04.qxd  9/29/05  5:09 PM  Page 4.32



                                          BUILDING CODES, LOADS, AND FIRE PROTECTION*


                   4.32  CHAPTER FOUR

                               or load and resistance factor design (LRFD) is used. Load combinations according to SEI/ASCE 7-02,
                               which is the principal load standard, are given here. Note that the most critical load combination may
                               occur when one or more of the loads are not acting.
                                 For ASD, the following load combinations should be investigated:

                               1. D
                               2. D + L + T
                               3. D + (L r or S or R)
                               4. 0.75[L + (L r or S or R) + T] + D
                               5. 0.75(W or 0.7E) + D
                               6. 0.75[L + (W or 0.7E) + (L r or S or R)] + D
                               7. 0.6D + W
                               8. 0.6D + 0.7E
                               where D = dead load
                                    L = floor live load, including impact
                                    L r = roof live load
                                    S = roof snow load
                                    R = rain load (initial rainwater or ice, exclusive of ponding)
                                    W = wind load
                                    E = earthquake load
                                    T = restraint load

                                 Note that because the earthquake load, E, is defined for use with LRFD, it is reduced by a factor
                               of 0.7 in the ASD load combinations. Also, SEI/ASCE 7-02 states that increases in allowable stress
                               shall not be used with the load combinations, unless it can be demonstrated that such an increase is
                               justified by structural behavior caused by rate or duration of load.
                                 For LRFD, the following load combinations should be investigated:
                               1. 1.4D
                               2. 1.2(D + T) + 1.6L + 0.5(L r or S or R)
                               3. 1.2D + 1.6(L r or S or R) + (L or 0.8W)
                               4. 1.2D + 1.6W + L + 0.5(L r or S or R)
                               5. 1.2D + 1.0E + (L or 0.2S)
                               6. 0.9D + 1.6W
                               7. 0.9D + 1.0E


                   4.12 FIRE PROTECTION

                               Building codes play a dominant role in defining the level of structural fire protection that is expected
                               by society. Typically, fire protection is implemented in design through prescriptive code compliance.
                               Alternatively, in situations with unusual conditions, unique designs, or narrower project constraints
                               beyond prescriptive code limits, a more detailed fire engineering or “performance-based design” can
                               be implemented through a qualified consultant. The results need to demonstrate equivalence to the
                               fire safety objectives of the applicable code. As a consequence, a working knowledge of building
                               codes is an important prerequisite for contemporary design.
                                 In the past, keeping abreast of building codes was difficult, even for the largest design offices, since
                               most major cities and a number of states maintained locally developed codes. Today, this impediment




                           Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)
                                      Copyright © 2004 The McGraw-Hill Companies. All rights reserved.
                                       Any use is subject to the Terms of Use as given at the website.
   199   200   201   202   203   204   205   206   207   208   209