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Zohra
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Hi ,
Please I have to understand the solution of an exercice about calculating bending moment in penstock :
It is assumed that maximum moment from penstock beam bending occurs at supports.
The bending moment M is approximated by the formula : M =w * L² /9
where w = unit load (lb/ft) and L span (ft)
w in my case is the total weight = 13 205 lb/lin ft and L=100 ft so easily i did M= 13 205 * 100² /9 =...
but in the solution i find M = (13 205 / cos(8.306) *100 /9 !
cos(8.306) is the penstock slope
Can you please explain me why divise by the slope ? I thank you so much
Zohra
Hi ,
Please I have to understand the solution of an exercice about calculating bending moment in penstock :
It is assumed that maximum moment from penstock beam bending occurs at supports.
The bending moment M is approximated by the formula : M =w * L² /9
where w = unit load (lb/ft) and L span (ft)
w in my case is the total weight = 13 205 lb/lin ft and L=100 ft so easily i did M= 13 205 * 100² /9 =...
but in the solution i find M = (13 205 / cos(8.306) *100 /9 !
cos(8.306) is the penstock slope
Can you please explain me why divise by the slope ? I thank you so much
Zohra
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