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  1. Dwaipayan Sharma

    Water Load on Beam when Q100 elevation is above the low beam point

    Hi, I have been trying to calculate the water load on beam when Q 100 is above the low beam point. I have following question: 1. How do we calculate the pressure on beam due to water? 2. How do we check the adequacy of beam with respect to water load? 3. When do we need to provide the...
  2. Dwaipayan Sharma

    Stiffness values for Expansion and Fixed Bearing

    Hi, I am working on Midas and wondering about the stiffness while defining the expansion and fixed bearing. I am trying to define them using elastic link and define stiffness for both translation and rotation. What should I use the stiffness values for both types in general? SDx SDy SDz & SRx...
  3. Dwaipayan Sharma

    Hi Everyone, I am kind of beginn

    Hi Everyone, I am kind of beginner on VBA and I have created the program in VBA to create the photo sheet. I am having some issue with creating the exact border I was looking for. Right now, I have created the single line border with the weight of 2. But what I am looking for is Haze border...
  4. Dwaipayan Sharma

    Midas Civil Recommendations

    Thank you everyone for your reply. I really appreciate your help!
  5. Dwaipayan Sharma

    Stringer/Floor Beam Size

    Thank you so much everyone for your suggestions and advice. I have joined this forum recently and I already enjoyed being here surrounded by lot of intelligent people. Thanks!
  6. Dwaipayan Sharma

    Midas Civil Recommendations

    Hi, I have been trying to load rate the continuous riveted haunch plate girder with rolled steel floor beams and stringers in Midas Civil. This bridge also has varying depth of girder, the picture of which is attached with this. I haven't used Midas so much. I am only experienced with simple...
  7. Dwaipayan Sharma

    Stringer/Floor Beam Size

    Hello everyone, I have been working on the load rating of Bridge that was constructed on 1959. It has the stringer and floor beam specified as 24WF and 30WF: nothing else. How can I get the actual size of these beams and their properties? P.S. I went through the AISC database. It has 24WF...

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