午啪啪夜福利无码亚洲,亚洲欧美suv精品,欧洲尺码日本尺码专线美国,老狼影院成年女人大片

1、整整體體式式基基礎礎蓋蓋板板涵涵涵涵臺臺尺尺寸寸及及數數量量表表 (Lo=4.0m)(Lo=4.0m)計算跨徑L(m)凈跨徑L0(m)凈空h1(m)填土高Th(m)蓋板尺寸涵臺尺寸地基容許承 載 力(kPa)底板是否配筋底板上層主筋直徑板長L1(cm)d1(cm)d2(cm)蓋板坡率h1(cm)h1(cm)C1(cm)C2(cm)C3(cm)C4(cm)C5(cm)Hd(cm)2.42.02.00.5Th4.0236(460)25250.00200262050170302070150是164.0Th6.0236(460)35350.00200362050170302070150是166.0Th2、8.0236(460)35350.00200362050170302070150是168.0Th10.0236(460)40440.03200412050170302070200是1610.0Th12.0236(460)40440.03200412050170302090250是1612.0Th14.0236(460)45490.03200462050170302090250是1614.0Th16.0236(460)45490.032004650502003020100300是2016.0Th18.0236(460)50540.032005150502003020100350是2018.0Th3、20.0236(460)50540.032005150502003020100420是20每每延延米米整整體體式式基基礎礎底底板板鋼鋼筋筋數數量量表表 (Lo=2.0m)(Lo=2.0m)(=0)=0)跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)涵臺尺寸基礎參數 材 料 數 量(每延米)C3(cm)Hd(cm)()m(cm)nN1鋼筋N2鋼筋N3鋼筋HRB335鋼筋總計(kg)直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)直徑(mm)長度(cm)根數(根)共重(kg)2.42.02.00.5Th4.017070010.016&12104、0.01715.1&16405.01063.9&20150.01037.0116.04.0Th6.01707010.016&12100.01715.1&16405.01063.9&20150.01037.0116.06.0Th8.01707010.016&12100.01715.1&16405.01063.9&20150.01037.0116.08.0Th10.01707010.016&12100.01715.1&16405.01063.9&20150.01037.0116.010.0Th12.01709010.016&12100.01715.1&16405.01063.9&20150.0105、37.0116.012.0Th14.01709010.016&12100.01715.1&16405.01063.9&20150.01037.0116.014.0Th16.020010010.019&12100.02017.8&20465.010114.7&20150.01037.0169.416.0Th18.020010010.019&12100.02017.8&20465.010114.7&20150.01037.0169.418.0Th20.020010010.019&12100.02017.8&20465.010114.7&20150.01037.0169.4C30砼基礎底板(m3/m6、)2.382.382.382.383.063.064.004.004.00斜斜交交涵涵洞洞端端部部N2N2鋼鋼筋筋數數量量表表 (Lo=2.0m)(0.5m(Lo=2.0m)(0.5m填填土土高高Th20.0m)Th20.0m)跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)5基礎參數材 料 數 量（兩個端部）()B1(cm)n1兩個端部N2鋼筋直徑(mm)長度(cm)2.42.02.00.5Th14.0529.71&16406.214.0Th12.035.02&20466.5跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)20基礎參數材 料 數 量（兩個端部）()B1(c7、m)n1兩個端部N2鋼筋直徑(mm)長度(cm)2.42.02.00.5Th14.020123.711&16425.914.0Th12.0145.613&20489.7跨徑L(m)凈跨徑L0(m)凈空H0(m)填土高Th(m)35基礎參數材 料 數 量（兩個端部）()B1(cm)n1兩個端部N2鋼筋直徑(mm)長度(cm)2.42.02.00.5Th14.035238.122&16476.814.0Th12.0280.127&20550.01015基礎參數材 料 數 量（兩個端部）基礎參數()B1(cm)n1兩個端部N2鋼筋()根數(根)共重(kg)直徑(mm)長度(cm)根 數(根)共重(k8、g)425.61060.04&16410.01064.715669.070.56&20470.914162.62530基礎參數材 料 數 量（兩個端部）基礎參數()B1(cm)n1兩個端部N2鋼筋()根數(根)共重(kg)直徑(mm)長度(cm)根 數(根)共重(kg)24161.325158.514&16438.630207.73028338.2186.517&20504.836448.24045基礎參數材 料 數 量（兩個端部）基礎參數()B1(cm)n1兩個端部N2鋼筋()根數(根)共重(kg)直徑(mm)長度(cm)根 數(根)共重(kg)46346.140285.327&16504.9、356445.74556759.6335.632&20582.666948.2斜斜交交涵涵洞洞端端部部N2N2鋼鋼筋筋數數量量表表 (Lo=2.0m)(0.5m(Lo=2.0m)(0.5m填填土土高高Th20.0m)Th20.0m)材 料 數 量（兩個端部）兩個端部N2鋼筋材 料 數 量（兩個端部）兩個端部N2鋼筋材 料 數 量（兩個端部）兩個端部N2鋼筋材 料 數 量（兩個端部）B1(cm)n1兩個端部N2鋼筋直徑(mm)長度(cm)根 數(根)共重(kg)91.18&16416.518118.3107.29&20478.620236.1材 料 數 量（兩個端部）B1(cm)n1兩個端部N2鋼筋直徑(mm)長度(cm)根 數(根)共重(kg)196.318&16455.338273.1230.922&20524.646595.1材 料 數 量（兩個端部）B1(cm)n1兩個端部N2鋼筋直徑(mm)長度(cm)根 數(根)共重(kg)340.033&16539.668579.2400.039&20624.5801232.015基礎參數30基礎參數45基礎參數