e A fixed-end beam is subjected to a concentrated load (P) as shown in the figure. The beam has two different segments having different plastic moment capacities (M., 2M) as shown. P 21/3 Mp ← L -- The minimum value of load (P) at which the beam would collapse (ultimate load is) 7.5Mp (a) (b) 5.0Mp L L 4.5Mp 2.5Mp (d) L L (c) 2Mp *
e A fixed-end beam is subjected to a concentrated load (P) as shown in the figure. The beam has two different segments having different plastic moment capacities (M., 2M) as shown. P 21/3 Mp ← L -- The minimum value of load (P) at which the beam would collapse (ultimate load is) 7.5Mp (a) (b) 5.0Mp L L 4.5Mp 2.5Mp (d) L L (c) 2Mp *
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:e A fixed-end beam is subjected to a concentrated
load (P) as shown in the figure. The beam has
two different segments having different plastic
moment capacities (M., 2M) as shown.
P
2L/3
Mp
← L
- -
The minimum value of load (P) at which the beam
would collapse (ultimate load is)
7.5Mp
(a)
(b)
5.0Mp
L
L
2.5Mp
(c)
4.5Mp
L
(d)
L
2Mp
*
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