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The most probable value of the following observations on the same angle (35º 17' 42" ; 35º 17' 38" ; 35º 18' 00" ; 35º 17'; 22"; 35º 17' 42"); is most nearly:
Most probable value = Mean = ∑ angles ÷ n = 35º 17' 40.8"
have a beam with one lateral restraint at bottom and top flange and load on top flange, should I use 2 segments or one segment of the beam ignoring bottom restraint as it is not in
classification of arches based on their shape are?
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for calculating the bending moment in which the loading and the length of continuous beam is taken from the user
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