DEAR ALL,
JUST I REVIEWED THE FLEXIBLITY ANALYSIS METHODS USED IN KELLONG BOOK. ONE THING I NEED CLARIFICATION WHY WE USED LS/E WE USE TO PLOT GRAPHS AGAINST 'k'
PLS HLP ME
Hi richay,
how M(moment)= 12502.6 ft-lb = 150031.2 in-lb
because wt of pipe is 62.25 per ft. the total length of pipe is 20ft so total wt of pipe =1250.3 lb
Can u clarify how the bending moment = 12502.6 ft-lb
HI,
I MODELED in CAESER II, 16" PIPE, 20FT LONG WITH WALL THICKNESS OF 0.375in, T1=550F, P1= 550lb/sqr in, Material A106 GrB. It is Anchored at one end. When i check the Sustain load conditions and stresses that are developed in it. The following results has been genertated.
if anyone could...
HI,
I MODELED in CAESER II, 16" PIPE, 20FT LONG WITH WALL THICKNESS OF 0.375in, T1=550F, P1= 550lb/sqr in, Material A106 GrB. It is Anchored at one end. When i check the Sustain load conditions and stresses that are developed in it. The following results has been genertated.
if anyone could...
