题目内容

某单层排架结构钢筋混凝土柱(牛腿柱),采用柱下独立的素混凝土基础。柱断面尺寸550mm×400mm,正常使用极限状态下柱传至基础顶面的轴向荷载:Fk=760kN,弯矩Mk=100kN·m,水平力Hk=50kN。地基土层如图所示,基础埋深2m。设计该基础。 下卧层验算计算承载力特征值时深度修正系数取值最接近( )。

A. 1.0
B. 1.2
C. 1.4
D. 1.6

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某钢筋混凝土框架柱基础,柱截面500mm×500mm。基础埋深2.0m,经修正后的地基持力层承载力特征值fa=230kPa。基础埋深范围内土的加权平均重度γm= 18.0kN/m3。基础混凝土为C25,混凝土抗拉强度设计值ft=1.27N/mm2;钢筋采用HPB235,fv=210N/mm2。基础下做100厚C10混凝土垫层,基础台阶拟采用阶梯形,每阶高度300,基础总高度900mm。上部结构荷载效应的标准组合:Fy=2780kN。 若已计算出基础底板承受的弯矩Mk=1000kN·m,根据规范强制性条文,按抗弯计算出基础底板受力筋面积最接近的值为()。

A. 6152mm2
B. 4480mm2
C. 4205mm2
D. 4307mm2

如图所示某柱下独立基础,基础底面尺寸3.0m×2.5m,上部结构传至基础的荷载效应:轴向荷载Fk=1650kN,基础埋深1.5m(不考虑相邻基础荷载的影响)。 假设Po>fk,计算基础底面下6m内主要压缩土层的最终沉降量时,沉降计算经验系数ψc的取值最接近()。

A. 1.3m
B. 1.2m
C. 1.1m
D. 1.0m

Speech, whether oral or written, is a used commodity. If we are to be heard, we must (1) our words from those (2) to us within families, peer groups, societal institutions, and political networks. Our utterances position us both in an immediate social dialogue (3) our addressee and, simultaneously, in a larger ideological one (4) by history and society. We speak as an individual and also, as a student or teacher, a husband or wife, a person of a particular discipline, social class, religion, race, or other socially constructed (5) . Thus, to varying degrees, all speaking is a (6) of others’ words and all writing is rewriting. As language (7) , we experience individual agency by infusing our own intentions (8) other people’s words, and this can be very hard.(9) , schools, like into churches and courtrooms, are places (10) people speak words that are more important than they are. The words of a particular discipline, like those of "God the father" or of "the law," are being articulated by spokespeople for the given authority. The (11) of the addressed, the listener, is to acknowledge the words and their (12) . In Bakhtin’s (13) , "the authoritative word is located in a distanced zone, organically connected with a (14) that is felt to be hierarchally higher."(15) , part of growing up in an ideological sense is becoming more "selective" about the words we appropriate and, (16) , pass on to others. In Bakhtin’s (17) , responsible people do not treat (18) as givens, they treat them as utterances, spoken by particular people located in specific ways in the social landscape. Becoming alive to the socio-ideological complexity of language use is (19) to becoming a more responsive language user and, potentially, a more playful one too, able to use a (20) of social voices, of perspectives, in articulating one’s own ideas. Read the following text. Choose the best word(s) for each numbered blank and mark A, B, C or D on ANSWER SHEET 1.16()

A. in contrary
B. in contrast
C. in turn
D. in return

某砌体承重结构,底层砖墙370mm厚,采用钢筋混凝土条形基础。地质条件如下:地面下3.5m厚黏土层,物理性质指标:γ=18.6kN/m,ωL-=39.4%,ωp=23.2%,ω=26.6%,ds=2.70,Es=6.9MPa,fak=200kPa。其下为淤泥质土层,物理性质指标为:ω=52%,Es=2.3MPa,fak=76kPa。上部结构荷载效应为:正常使用极限状态下的荷载效应的标准组合:Fk=210kN/m,Mk=40kN·m承载能力极限状态下的荷载效应的基本组合:Fk=235kN/m,Mk=55kN·m试设计该基础(基础底面埋深可取2.0m,基础混凝土强度等级C20;100厚混凝土垫层C10;混凝土轴心抗拉设计强度ft=1.1N/mm2;钢筋采用HPB235,钢筋强度设计值:fy=210N/mm2)。 如果设计基础底宽度为b=1.5m,计算出基底附加压力为Po=120kPa,验算软弱下卧层的地基承载力特征值为()。

A. Pc+Pz=120.8kPa≥fa=115.0kPa 不满足
B. Pc+Pz=106.0kPa≤fa=132.0kPa 满足
C. Pcz+Pz=120.8kPa≥faz=108kPa 不满足
D. Pcz+Pz=130.0kPa≤faz=132kPa 满足

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