The analysis of irregular shaped structures diaphragms and shear walls
The Analysis of Irregular Shaped Structures: Diaphragms and Shear Walls explains how to calculate the forces to be transferred across multiple discontinuities and reflect the design requirements on construction documents. Step-by-step examples offer progressive coverage, from basic to very advanced...
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| Format: | Book |
| Language: | English |
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New York
McGraw-Hill
c2012.
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| 001 | 47511 | ||
| 003 | MY-KLNDU | ||
| 005 | 20241219005203.0 | ||
| 008 | 121217s2012 xxua bi 000 0 eng d | ||
| 020 | |a 9780071763837 | ||
| 020 | |a 007176383X | ||
| 039 | 9 | |a 201309111624 |b zul |c 201307040743 |d azraai |c 201303191047 |d rafizah |y 201212171117 |z hasniza | |
| 040 | |a UPNM | ||
| 090 | |a TA 658.4 |b .M35 2012 | ||
| 100 | 1 | |a Malone, R. Terry | |
| 245 | 1 | 4 | |a The analysis of irregular shaped structures |b diaphragms and shear walls |c R. Terry Malone, Robert W. Rice. |
| 260 | |a New York |b McGraw-Hill |c c2012. | ||
| 300 | |a xxi, 547 p. |b ill. |c 25 cm. | ||
| 504 | |a Includes bibliographical references and index | ||
| 520 | |a The Analysis of Irregular Shaped Structures: Diaphragms and Shear Walls explains how to calculate the forces to be transferred across multiple discontinuities and reflect the design requirements on construction documents. Step-by-step examples offer progressive coverage, from basic to very advanced illustrations of load paths in complicated structures. The book is based on the 2009 International Building Code, ASCE/SEI 7-05, the 2005 Edition of the National Design Specification for Wood Construction, and the 2008 Edition of the Special Design Provisions for Wind and Seismic (SDPWS-08). | ||
| 592 | |a 00011777 |b 18/01/2013 |c RM481.25 |h PV Knowledge | ||
| 650 | 0 | |a Structural design | |
| 650 | 0 | |a Shear walls |x Design and construction | |
| 650 | 0 | |a Diaphragms (Structural engineering) |x Design and construction | |
| 700 | 1 | |a Rice, Robert W. | |
| 999 | |a vtls000048161 |c 47511 |d 47511 | ||


