Page 348 - Design of Reinforced Masonry Structures

5.68 CHAPTER FIVE

5"
15
8

5"
23 h = 20'
8

4#7
FIGURE P5.15

REFERENCES

5.1 MSJC (2008). Building Code Requirements for Masonry Structures, TMS 402-08/ACI 530-08/
ASCE 5 08, The Masonry Society, Boulder, CO.
5.2 MSJC (2008). Specification for Masonry Structures, TMS 602-08/ACI 530.1-08/ASCE 6-08, The
Masonry Society, Boulder, CO.
5.3 MSJC (2008). Commentary on Building Code Requirements for Masonry Structures, TMS 402-
08/ACI 530 08/ASCE 5- 05, The Masonry Society, Boulder, CO.
5.4 MSJC (2008). Commentary on Specification for Masonry Structures, TMS 602-08/ ACI 530.1-
08/ASCE 6-08, The Masonry Society, Boulder, CO.
5.5 IBC (2009). International Building Code, International Code Council, Country Club Hills, IL.
5.6 Amrhein, J. E. (1998). Reinforced Masonry Engineering Handbook, 5th ed., CRC Press, Boca
Raton, FL.
5.7 Drysdale, R. G., Hamid, A. A., and Baker, L. R. (1999). Masonry Structures: Behavior and
Design, The Masonry Society, Boulder, CO.
5.8 Taly, N. (2001). Design of Reinforced Masonry Structures, McGraw-Hill, New York.
5.9 AISC (2003). Steel Construction Manual: Load and Resistance Factor Design, American
Institute of Steel Construction, Chicago, IL.