20. A 6-meter simply-supported beam is loade with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve the absolute maximum value of Ely.

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Chapter2: Loads On Structures
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20. A 6-meter simply-supported beam is loaded
with a 2kN/m uniform load and a 10kN
concentrated load at the midspan. Solve the
absolute maximum value of Ely.
78.75kNm^3.
15300 N3.
177.75kNm^3.
164.25kNm^3
21. A 6-meter simply-supported beam is loaded
with a 2kN/m uniform load and a 10kN
concentrated load at the midspan. Solve C1.
-26.5kNm^2.
-325kNm 2
72 SkNm^2.
-40.5kNm 2
22. A 6-meter simply-supported beam is loaded
with a 2kN/m uniform load and a 10kN
concentrated load at the midspan. Solve the
value of Ely, 5m from the left support.
-12.08kNm^3
-38.75kNm^3
-497.08kNm^3
-366.25kNm^3
23. A 6-meter simply-supported beam is loaded
with a 2kN/m uniform load and a 10kN
concentrated load at the midspan. Solve the
value of Ely' at the right support.
40.5kNm 2
20.3kNm^2.
0.0kNm^2
40.5kNm^2
24. A 6-meter simply-supported beam is loaded
with a 2kN/m uniform load and a 10kN
concentrated load at the midspan. Solve the
value of Ely', 3m from the left support.
-18kNm^2
-99kNm^2
OkNm^2
81kNm^2
Transcribed Image Text:20. A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve the absolute maximum value of Ely. 78.75kNm^3. 15300 N3. 177.75kNm^3. 164.25kNm^3 21. A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve C1. -26.5kNm^2. -325kNm 2 72 SkNm^2. -40.5kNm 2 22. A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve the value of Ely, 5m from the left support. -12.08kNm^3 -38.75kNm^3 -497.08kNm^3 -366.25kNm^3 23. A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve the value of Ely' at the right support. 40.5kNm 2 20.3kNm^2. 0.0kNm^2 40.5kNm^2 24. A 6-meter simply-supported beam is loaded with a 2kN/m uniform load and a 10kN concentrated load at the midspan. Solve the value of Ely', 3m from the left support. -18kNm^2 -99kNm^2 OkNm^2 81kNm^2
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