The beam shown below is subjected to a varying distributed loading, a couple, and a concentrated load. Compute for the internal forces in sections 1 and 2. -3 m 28 KN 6 kN/m |1m+1 + 1 m Ť 2.00 m 2 m internal hinge 3 m 17 kN/m 1 m 48 kN.m
The beam shown below is subjected to a varying distributed loading, a couple, and a concentrated load. Compute for the internal forces in sections 1 and 2. -3 m 28 KN 6 kN/m |1m+1 + 1 m Ť 2.00 m 2 m internal hinge 3 m 17 kN/m 1 m 48 kN.m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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STATICS OF RIGID BODIES (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IN 3 DECIMAL PLACES. BOX THE FINAL ANSWERS.)
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