Search results

Professional Engineer & PE Exam Forum

Help Support Professional Engineer & PE Exam Forum:

This site may earn a commission from merchant affiliate links, including eBay, Amazon, and others.
  1. ELASTIC-1

    ACI 318 Code Equations Non-Homogeneous => Why?

    CERM CH.50 INTRODUCTION "Many of the code equations are not homogeneous - the units of the results cannot be derived from those of the inputs." I don't know why but this bothers me and makes me cringe. How did the code end up this way?
  2. ELASTIC-1

    CERM (11th ed.) Ex. Prob. 47.3

    CERM (11th ed.) Ex. Prob. 47.3 I think the expression for the moment mp [bar AB] is incorrect and should be (0.04wL2). Can anyone else confirm this? Also I'm not sure I agree with the overall solution. Wouldn't a more accurate approach be to calculate the slope or rotation at the end of the...
  3. ELASTIC-1

    CERM (11th ed.) Ex. Prob. 47.3

    CERM (11th ed.) Ex. Prob. 47.3 I think the expression for the moment mp [bar AB] is incorrect and should be (0.04wL2). Can anyone else confirm this? Also I'm not sure I agree with the overall solution. Wouldn't a more accurate approach be to calculate the slope or rotation at the end of the...
  4. ELASTIC-1

    CERM (11th ed.) Ex. Prob. 47.3

    I think the expression for the moment mp [bar AB] is incorrect and should be (0.04wL2). Can anyone else confirm this? Also I'm not sure I agree with the overall solution. Wouldn't a more accurate approach be to calculate the slope or rotation at the end of the vertical bar AB and then create...
Back
Top