4- The eracked moment, Men of the beam shown in Fig. (5), is: 75 M0075 a-40.15 b-43.15 C-47.15 d-49.15 e- No one of above 700 3432 65 Fig (S
4- The eracked moment, Men of the beam shown in Fig. (5), is: 75 M0075 a-40.15 b-43.15 C-47.15 d-49.15 e- No one of above 700 3432 65 Fig (S
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The cracked moment, Mcr of the beam shown in Fig.(5), is
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