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Calculator No |
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Calculator Title |
Uploader |
Date |
View |
Book Mark |
1112065 |
 |
▤ 단순보(simple beam) 해석 (하나의 집중하중이 작용할 경우)[0]
|
m3d29 |
2016-10-02 |
3999 |
로그인 login |
1112053 |
 |
▤ 수리학적으로 매끈한 원형관 마찰계수 산정식 (반복 계산)[0]
|
m3d29 |
2016-09-10 |
1425 |
로그인 login |
1112034 |
 |
□ Flow rate from orifice, outlet ( circle cross section )[0]
|
ezcivil |
2016-05-19 |
796 |
로그인 login |
1112033 |
 |
□ Velocity of flow from orifice[0]
|
ezcivil |
2016-05-19 |
653 |
로그인 login |
1112028 |
 |
□ Runoff, SCS method, using CN[0]
|
ezcivil |
2016-05-14 |
1230 |
로그인 login |
1112027 |
 |
□ Runoff, SCS method, using S[0]
|
ezcivil |
2016-05-14 |
1227 |
로그인 login |
1112026 |
 |
□ The potential maximum soil moisture retention after runoff begins - S[0]
|
ezcivil |
2016-05-14 |
629 |
로그인 login |
1112025 |
 |
□ PMP(Probable maximum precipitation) - Hershfield method[1]
|
ezcivil |
2016-05-14 |
1014 |
로그인 login |
1112024 |
 |
□ Capillary action - height of a liquid column[0]
|
ezcivil |
2016-05-14 |
791 |
로그인 login |
1112023 |
 |
□ Hazen-Williams equation, flow velocity calculation[0]
|
ezcivil |
2016-05-10 |
1192 |
로그인 login |
1112022 |
 |
□ Froude number[0]
|
ezcivil |
2016-05-10 |
913 |
로그인 login |
1112021 |
 |
□ Reynolds number[0]
|
ezcivil |
2016-05-10 |
980 |
로그인 login |
1112018 |
 |
□ Wave height, freeboard due to wind, using fetch length and wind speed[0]
|
ezcivil |
2016-04-29 |
647 |
로그인 login |
1112017 |
 |
□ Wave height, freeboard due to wind, using fetch length[0]
|
ezcivil |
2016-04-29 |
656 |
로그인 login |
1111975 |
 |
□ Surface wave magnitude and Richter magnitude, Earthquake[0]
|
ezcivil |
2016-04-20 |
1040 |
로그인 login |
1111974 |
 |
□ Lillie formula, Richter magnitude - earthquake[0]
|
ezcivil |
2016-04-20 |
901 |
로그인 login |
1111949 |
 |
□ Second moment of area, Rectangle with centroid at the origin[0]
|
ezcivil |
2016-04-08 |
832 |
로그인 login |
1111948 |
 |
□ Cantilever beam with uniformly distributed load, Deflection(wx) calculation[0]
|
ezcivil |
2016-04-08 |
1207 |
로그인 login |
1111947 |
 |
□ Cantilever beam, end supported on a roller, uniformly distributed load, Q(x) calculation[0]
|
ezcivil |
2016-04-07 |
748 |
로그인 login |
1111946 |
 |
□ Cantilever beam, end supported on a roller, uniformly distributed load, M(x) calculation[0]
|
ezcivil |
2016-04-07 |
843 |
로그인 login |
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