000 | 03400cam a2200457 i 4500 | ||
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001 | on1026702479 | ||
003 | OCoLC | ||
005 | 20210921181211.0 | ||
008 | 180306s2018 enka b 001 0 eng c | ||
015 |
_aGBB8B9092 _2bnb |
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016 | 7 |
_a018920603 _2Uk |
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020 | _a0727762079 | ||
020 | _a9780727762078 | ||
029 | 1 |
_aUKMGB _b018920603 |
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035 |
_a(OCoLC)1026702479 _z(OCoLC)1027119899 _z(OCoLC)1027329887 |
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040 |
_aYDX _beng _erda _cYDX _dBDX _dUPM _dU3W _dOCLCF _dAU@ _dUKMGB |
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042 | _apcc | ||
082 | 0 | 4 | _a624.177 BOO |
100 | 1 |
_aBoothby, Thomas E., _eauthor. |
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245 | 1 | 0 | _aEmpirical structural design for architects, engineers and builders / |
260 |
_aLondon : _bICE Publishing, _c2018. |
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300 |
_axviii, 198 pages : _billustrations ; _c28 cm. |
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336 |
_atext _btxt _2rdacontent |
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336 |
_atext _2rdacontent |
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336 |
_astill image _2rdacontent |
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337 |
_aunmediated _bn _2rdamedia |
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337 |
_aunmediated _2rdamedia |
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338 |
_avolume _bnc _2rdacarrier |
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338 |
_avolume _2rdacarrier |
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504 | _aIncludes bibliographical references and index. | ||
505 | 0 | _aMachine generated contents note: 01.An introduction to empirical design -- Reference -- 02.Empirical design of arches -- 2.1.Introduction -- 2.2.Load path analysis -- 2.3.Empirical design of arches -- References -- Examples -- Exercises -- 03.Empirical design of walls -- 3.1.Introduction -- 3.2.Load paths -- 3.3.Empirical design of walls -- 3.4.Conclusion -- References -- Examples -- Exercises -- 04.Empirical design of columns -- 4.1.Introduction -- 4.2.Load paths -- 4.3.Masonry piers -- 4.4.Reinforced concrete columns -- 4.5.Prestressed concrete columns -- 4.6.Steel columns -- 4.7.Wood columns -- References -- Examples -- Exercises -- 05.Empirical design of beams -- 5.1.Load paths -- 5.2.Wood beams -- 5.3.Steel beams -- 5.4.Reinforced concrete beams -- 5.5.Prestressed concrete beams -- References -- Exercises -- 06.Empirical design of trusses -- 6.1.Wood trusses -- 6.2.Steel gable trusses -- 6.3.Steel parallel chord trusses -- References -- Examples -- Exercises | |
505 | 0 | _aNote continued: 07.Empirical design of floor and roof framing systems -- 7.1.Steel frames -- 7.2.Reinforced concrete frames -- Reference -- Examples -- 08.Empirical design of foundations -- 8.1.Introduction -- 8.2.Types of foundations -- Reference -- Examples -- Exercises -- 09.Empirical design of connections -- 9.1.Introduction -- 9.2.Wood -- 9.3.Steel connections -- 9.4.Concrete connections -- 9.5.Hybrid connections -- References -- Examples -- Exercises -- 10.Empirical lateral systems design -- 10.1.Loading -- 10.2.Empirical sizing of shear walls -- 10.3.Braced frames -- 10.4.Rigid frames -- 10.5.Multistorey frames -- 10.6.Loads normal to the surface -- References -- Examples -- Exercises -- 11.Building structural system design -- 11.1.Building occupancies -- 11.2.Preferred structural material for various occupancies -- Reference -- Examples -- 12.Conclusions -- 12.1.Range of validity of empirical design -- 12.2.When to consult an engineer -- Reference. | |
650 | 0 | _aStructural design. | |
650 | 0 |
_aStructural design _xDecision making. |
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650 | 0 |
_aBuilding _xDesign and construction. |
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650 | 0 | _aEvidence-based design. | |
650 | 0 | _aBuilding, Iron and steel. | |
650 | 0 | _aBuilding, Stone. | |
942 |
_2ddc _cSG_1 |
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948 | _hNO HOLDINGS IN LQI - 31 OTHER HOLDINGS | ||
999 |
_c268975 _d268975 |