Concrete Centre - Scheme Manual to EC2
Short Description
Design concerete structures ussing this PDF to eurocode 2, pre scheme sizing and quick and dirty calculations . This is ...
Description
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?hk^phk]mhma^>nkh\h]^+^]bmbhg Since its publication in 2006, the Concrete building scheme design manual has proved a popular publication and this update is intended to assist the transition to Eurocode 2 for the design of concrete structures by showing how to carry out initial design to the Code. As before it will greatly assist candidates for the Institution of Structural Engineers chartered membership examination by drawing together in one place useful information including design aids that are specifically prepared for Eurocodes.
:\dghpe^]`^f^gmlmhma^Ëklm^]bmbhg Andrew Minson was the originator of the concept for this book, but the final format and content have evolved over time with input gratefully received by the author, Owen Brooker, from a number of people. The book contains some new material but many of the ideas and much of the data have been developed from many sources over several years. It is not possible to credit every source; indeed many are unknown, but wherever possible, references have been made to relevant documents. Particular thanks are due to Jenny Burridge and Bob Wilson who have spent considerable time reviewing and commenting on drafts and providing useful guidance on what the examiners are expecting. Thanks are also due John Brazier, Andrew Cotter, Bryan Magee and Matt Obst, who have commented or made useful contributions in more specialised areas. Gillian Bond, Issy Harvey, Sally Huish and Michael Burbridge Ltd have also made essential contributions to the production of this handbook.
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*'* How to use this handbook MablaZg][hhdbleZb]hnmmhk^Ì^\mma^^qZfbgZmbhgjn^lmbhgl4mh]Zm^ma^l^aZo^_heehp^]ma^ lZf^_hkfZm'L^\mbhg*h_ma^^qZfbgZmbhgblma^]^lb`gZiikZblZeZg]mablbl\ho^k^]bgL^\mbhg+% pab\aikhob]^l^ll^gmbZebg_hkfZmbhgk^jnbk^]mhZllblmbgZglp^kbg`mabliZkmh_ma^^qZfbgZmbhg' L^\mbhg + h_ ma^ ^qZfbgZmbhg bl ]bob]^] bgmh mak^^ iZkml4 Ëklmer !l^\mbhg +\" ma^k^ bl ma^ k^jnbk^f^gm mh ik^iZk^ ln_Ë\b^gm \Ze\neZmbhgl mh ^lmZ[ebla ma^ lbs^ Zg] _hkf h_ Zee ma^ ikbg\biZelmkn\mnkZe^e^f^gml'@nb]Zg\^bl`bo^gbgL^\mbhg,h_mablaZg][hhd' L^\mbhg+]k^jnbk^lma^\Zg]b]Zm^mhik^iZk^ieZgl%l^\mbhglZg]^e^oZmbhgl%bg\en]bg`\kbmb\Ze ]^mZbel%_hk^lmbfZmbg`inkihl^l4^qZfie^lZk^`bo^gbgL^\mbhg-'?bgZeerl^\mbhg+^k^jnbk^l ]^mZbe^] f^mah] lmZm^f^gml Zg] h_m^g Zg hnmebg^ ikh`kZff^ mh [^ ik^iZk^] Zg] mabl bl \ho^k^]bgL^\mbhg.' K^Z]^kllahne]Ziik^\bZm^maZmmablin[eb\Zmbhgblpkbmm^g_hkma^lmkn\mnkZe^g`bg^^kikZ\mblbg` bgma^ND'PabelmfZgrh_ma^ikbg\bie^l\Zg[^Ziieb^]mhlmkn\mnk^lZkhng]ma^phke]%bm fnlm[^\e^Zkerng]^klmhh]maZm^gobkhgf^gmZeZg]`^hm^\agb\Ze_Z\mhkl^g\hngm^k^]fZr [^lb`gbË\Zgmer]b__^k^gm'BmblZelhpkbmm^gpbmama^]^lb`gh_[nbe]bg`lmkn\mnk^lbgfbg]kZma^k maZg[kb]`^lhkh__lahk^lmkn\mnk^l'Ma^k^jnbk^f^gml_hkjn^lmbhg1%lmkn\mnkZe]rgZfb\l%Zk^ ghmli^\bË\Zeer\ho^k^]' Text on a pale blue background provides information to help candidates prepare for the examination and is not intended for use in the examination itself.
*'+ Assumptions Bm bl Zllnf^] maZm ma^ k^Z]^kl Zg] nl^kl h_ mabl in[eb\Zmbhg Zk^ ikZ\mblbg` ^g`bg^^kl Zg] Zk^ Zek^Z]r_ZfbebZkpbmama^ikbg\bie^lh_]^lb`gmh>nkh\h]^+%IZkml*¾*T*VZg]*¾+T+V'K^Z]^klpah Zk^fhk^_ZfbebZkpbma;L1**)T,V\Zgk^_^kmhppp'\hg\k^m^\^gmk^'\hf(\[l]fmh]hpgehZ] ma^ZiikhikbZm^l^\mbhglh_q\ZoZmbg`]^^i^kmaZg,fblnlnZeerghm
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500
Depth in mm
400
300
200
100
4
5
6
7
8
9 10 Span in m
11
12
13
14
15
8
9 10 Span in m
11
12
13
14
15
8
9 10 Span in m
11
12
13
14
15
a) Imposed load Qk = 2.5 kN/m
2
600
500
Depth in mm
400
300
200
100
4
5
6
7
b) Imposed load Qk = 5.0 kN/m2 600
500
Depth in mm
400
300
200
100
4
5
6
7
c) Imposed load Qk = 7.5 kN/m2 Key Troughed slab
Flat slab
P/T flat slab
Hybrid hollowcore and topping
One-way slab
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