20110530366

b)    noncontimifty of the t&tik    M ^\ś‘^utton

c)    reiułt from retocatton of «\>« mass** to n***# ^v*d\ “> the rock mass

d)    subsłdenc* caused by    ^,s* *^v w* mathocfe

12.    What klnd of non continuów*    * kK SUi ^e^<$- deformation;

•?) landslłd** b)*inkboK«; » v* i**,ńv*i>*c *J. ^uWosiom    d) rocksteps

13.    The compact shapebf tt* bovi*orSó? ov5^\c o**

a)warehou$e /b^enad    < *A»d*nbai Ou*»dmg d)pipeline

14. Flve parameters descrtfe* t*e .rr>**i%    W Kat kind of the parameters have

influence on compact buikNng    \

a) Inelinatton and subsidence    ; Vvvfo*tvł* jod honzontal deformation

c) curvatur* and indination    * ,v< *«***<* **d subsidence

15. Loadlng causad by continuo** should be used a$:

ęMłve loads

b) dead foads

mmłhfc vi0.voe<*;e accorękng to limit States principles ^ soroa* oaos    d) accidental loads

16. What klnd of Interna i feroc b    ,^v< the hon^ontai ground deformation on

cpntimjous footing (the focttng fc o* *i* V* $?w«v ou-formafcon).

0 jhear force ' b) b*nd*ng ?*o%h**< -i? ttnwa jwoment    d) normal force

17. What value of norm*] g&tee " b oó^jxV: -a rv to całculation are follows - e=6%o,

125kN

L®10m> bĄSm, t^lOOkP* a) 2«10kN b]

18. What the fotce i$ tmtsed h\ ndWM*    V    footing

a)    force caused b\ Ntresses te t bast o* vj»cv»aced foondatk>o

b)    force caused by >trevs*s on s*de    of ^aięuiated Foundation

c)    forte caused by stresses łn. t>* **=* ^ ęo**bto*oes footing adjusted to the calculated

sd*    ot conttnuous footings adjacent to the

p_one

V^d)yTorce caused by >\>?i |w*<sdt* ^ calculated one

19. One element ot the ebntftwbtfc VvK?i»* s :***>*> hv loads J=9kN/m and H=7kN/m. The length (span) of the ****** b    Whtft tjx> mawmaf bending moment appear in this

element if will use one petipeni&>4tof    the wddie of fodbngrśpan?

a) M«=10kNm b>Xk^SV*XJ» 0^x>QkMm. 001=lOOkNm

20. Calculate ttte *$$**$*** *ofNt ^ o*\>    what figurę is correct for following

condition.’ Categcwmof m*ni^*^**»*#fc*«* ^ buiłding devek>pment - III; the length of segment (belore s*0* a^on ^ -■-.'V oc the byiiding H=30tn; rigid construction of

d) s=50cm

buf kling: ^va) s^lOcm

V