The following beam is presumed to deflect as shown, with positions of points of contraflexure being approximated. From this assumed deflected shape, what is the approximate bending moment at the fixed end? Select one: ܠܠܠܠܠܠܠ 1 m a. 33.3 kNm in hogging b. 11.1 kNm in hogging c. 44.4 kNm in hogging d. 22.2 kNm in hogging p.o.c 3 m 1 m ** 3 m * 2 m 50 kN
The following beam is presumed to deflect as shown, with positions of points of contraflexure being approximated. From this assumed deflected shape, what is the approximate bending moment at the fixed end? Select one: ܠܠܠܠܠܠܠ 1 m a. 33.3 kNm in hogging b. 11.1 kNm in hogging c. 44.4 kNm in hogging d. 22.2 kNm in hogging p.o.c 3 m 1 m ** 3 m * 2 m 50 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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