抗滑樁的設計與施工

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4、30233434343403434034340234343434MB CC BQB DB Dya EI A BB Aa EI A BB AMC AACQD AA DaEI A BB Aa EI A BB AB440hpdEIK Bdx44hpK BEI44440ddx 0000123423000041232320000343233000023412344444XXXXXHXMQyyEIEIMQyEIEIMQMEIyEIEIMQQEIyEIEIK y(5.14)12341234cosch1(sinchcossh)21sinsh21(sinchcossh)4xxxxxxxxxxxx0B202130

5、23140223224124120123401340222241241444444MQyEIEIMQEIEI 2203412042023231423142201303412022314231444444444MQyEIEIMQEIEI 041302314022323243242034130213022232432444444444444MQyEIEIMQEIEI 01AlmAB2000034330233000043440233332344442300AAAAAAAABBBAAAABBBBAAAAMQa EIy ABCDMaa EIa EIMQa EIy ABCDQaa EIa EIMQy ABDaa EIa EIMQy ABCDaa EIa EI11112322222300BBBBAAAABBBBAAAAMQy ABCDaa EIa EIMQy ABCDaa EIa EI0iA0iB0iC0iDBiABiBBiCBiDA00320020000XYYXXMMXQQQMyABa EIa EIQMABa EIaEIQMAM BaQQ AaM BABx0002AQQEIMAEIBaB 0033XYYYFAQQyABAEIBEI00XMMMFAQQMABAB00XQQQFAQQABQ ABmax4(tg)coslcmaxmax120K K R max1K2K0R1( ):0.9