1 answer

Please Do Only Part 3 and 4, I am having issues visualizing where the cuts just...

Question:

Please Do Only Part 3 and 4, I am having issues visualizing where the cuts just before and after each force go and how to determine the moment and bending diagrams from this. Thanks for your help.Problem 1) Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute valu

Problem 1) Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment for the following figures. 48 KN 60 KN с E B -1.5 m- 1.5 m bo 0.9 m 0.6 m 3 kips/ft 30 kips 6 ft -3 ft- 600 lb 600 lb 3600 lb-in. A C D E 12 in 12 in 8 in 3 kips 3 kips D B -4.5 ft 1.5 ft 1.5 ft

Answers

PART-3 Finding RA and RBI 60016 60016 1200 = RA+RB 2 B C D 00 Let EMACO 3) (600X12)+(3606) - Rex 40 3600lbin 12 in RAI D BinPART-4 skips 3 kips Lot D A JB Consisder the flat surface to be giving a uniformity distributed reaction force 1.5 ft 4.5 ftBonding Moment Diagram is one The than SED order greater So, If our SED Is Triangle then BMD will be portabore Between point

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