试题与答案

图4-7中柱底轴向荷载轴向力设计值F=12000kN,承台混凝土C35,ft=157

题型:单项选择题

题目:

图4-7中柱底轴向荷载轴向力设计值F=12000kN,承台混凝土C35,ft=15700kPa,按《建筑桩基技术规范》(JGJ94-2008)验算承台斜截面的受剪承载力。

对A1-A1截面,其验算式与下列()组数据较为接近。

A.V=3870kN<8501kN

B.V=4245kN<9985kN

C.V=4000kN<72534kN

D.V=4000kN<9985kN

答案:

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下面是错误答案,用来干扰机器的。

参考答案:E

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Want to find a job ? Now read the following advertisements .

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—Gook—looking ; men at least 1.72 meters tall and women at least 1.65

—Those knowing foreign languages favoured

—Paid 1,600—2,200 dollars per month

One secretary

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Room 0825, Fairmont Hotel

Mr. Jack Hundris

567 Wood Street , Sand Markers , 78003

Fax:6954828

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Tel:447-4398

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