Calculating Vertical Load on a Gantry Beam: Tips and Tricks | Physics Forum

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To calculate the vertical load on a gantry beam, use static equilibrium principles, including the summation of vertical forces and moments. The reactions of 114 kN and 183 kN can be determined by applying these principles, particularly through creating a section cut at a specified point and calculating moments. It's suggested to refer to textbook examples for guidance on similar problems and to show calculations for further assistance. Understanding the maximum bending moment equation is crucial, but clarity on the specific reactions is needed. Engaging with the community for feedback on calculations can enhance understanding and accuracy.
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Hi there! I have recently studying how to design gantry. but I got one problem about how to calculate the vertical load on the beam. can anyone help me and let me know how to find the Reactions 114kn and 183kn in the picture. and I know how to find the max bending moment using the equation. but really doesn't know how to find the 182 kn on this question. can Anyone help me. thanks. many many thanks

the picture link https://www.physicsforums.com/showthread.php?t=386476
 
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Use static equilibrium (summation of vertical forces, and summation of moments about any point) to solve for the reaction forces.
 
THX mate. I know the max bending moment 330KNm I can use Mv = 2Wv/L*(L/2_aw/4)^2+Wg*L/8. but how to find 182KNm? thank you very much mate.
 
cash168: Create a section cut at x = 7 m, and compute a summation of moment on the left or right side of the section cut to obtain the moment at the section cut.
 
nvn said:
cash168: Create a section cut at x = 7 m, and compute a summation of moment on the left or right side of the section cut to obtain the moment at the section cut.

hi mate. not quite understand. can you show me , how to find the 182KNm or the 114KN Reactions . many thanks
 
cash168: Study your textbook and study the example problems in your textbook. Show your calculations, and then someone might check your math.
 
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