土力学地基基础B(国外英文资料).docVIP

土力学地基基础B(国外英文资料) XX Architectural mechanics and structures Student id name level class rewire The final exam of the 2012-2013 school year for the academy of animation and animation in jiangxiihao Building mechanics and structure of 12 buildings (A) qid a The second three four five Total score score Where some signature 1, the choice (10 points, 1 minute per question) The value of the permanent load is () A standard B combination value C design value D quasi-permanent (2) when two or more variable loads appear on the structure at the same time, the value of the load should be applied (). A standard B combination value C design value D quasi-permanent (3) the variable load standard on the office stairs is () A 2KN/m2 B 2.5 KN/m2 (4) the design value of the variable load is () A gamma QQK QK B C gamma GGK D GK (5) when the variable load standard value of the floor is greater than 4KN/m2, the variable load subdivision coefficient gamma Q should be taken (). A 1.2 B 1.4 D 1.35 1.3 C (1) when the structure or part of the structure loses its balance as a rigid body, it is considered beyond () A, load capacity limit state B, normal use limit state C, stiffness (2) in the following states, the limit states that do not exceed the capacity limit are () A, the structure is transformed into the motor system B, the structure loses stable C, the foundation loses bearing capacity and destroys D, structure produces deformation that affects appearance (3) the reliability of the structure refers to () A, safety, durability, stability B, safety, applicability, stability C, suitability, durability, stability D, safety, applicability, durability (4) the target of aseismatic targets proposed by Chinas present building earthquake design specification (gb50011-2001) is () A, three levels of B, three stages C, two level three stages D, single level single stage (5) in earthquake resistant, small earthquakes correspond to () A, small earthquake B, more earthquake C, chance encounter earthqua