| 000 | 01074nam a2200181Ia 4500 | ||
|---|---|---|---|
| 008 | 140223b2000 xxu||||| |||| 00| 0 eng d | ||
| 020 | _c0.00 | ||
| 082 |
_a624.2 _bCOM |
||
| 100 | _aBrown, C. W. | ||
| 245 | _aCommentary on BS 5400 - 3: 2000 Code of Practice for the Design of Steel Bridges | ||
| 260 |
_aCalcutta _bInstitute for Steel Development and Growth _c2000 |
||
| 300 | _a155p | ||
| 500 | _aForeword Introduction Historical Background Preamble to Commentary Design Objectives Limitations on Construction and Workmanship Properties of Materials Global Analysis for Load Effects Stress Analysis Design Beams Design of Compression Members Design of Tension Members Design of Trusses Design of Base, Cap and End Plates Design of Connections Appendix - A: Summary of Changes to BS 5400 -3 | ||
| 600 | _aCivil Engineering | ||
| 700 | _aIles, D. C. | ||
| 890 | _aIndia | ||
| 995 |
_ACOM _D0.00 _E0 _F049 _H0 _I0.00 _UC _W20020205 _XInstitute for Steel Development and Growth (INSDAG) _ZReference |
||
| 999 |
_c44915 _d44915 |
||