(b) A fixed beam of span 3L' m is loaded by two point loads '2w' kN and 3w' kN at 'L'm and 2L' m, respectively, from the left support. Determine the required plastic moment of the beam section. W=342 L=6M 3 Explain: Pre-tensioning and Post-tensioning systems. Describe the advantages of Eccentric tendons over concentric tendons in prestressing.
(b) A fixed beam of span 3L' m is loaded by two point loads '2w' kN and 3w' kN at 'L'm and 2L' m, respectively, from the left support. Determine the required plastic moment of the beam section. W=342 L=6M 3 Explain: Pre-tensioning and Post-tensioning systems. Describe the advantages of Eccentric tendons over concentric tendons in prestressing.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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i need the answer quickly
![(b) A fixed beam of span 3L' m is loaded by two point loads 2w' kN and 3w' kN at
'L’m and 2L' m, respectively, from the left support. Determine the required plastic
moment of the beam section.
W=342 L=6M
Q. 8 Explain: Pre-tensioning and Post-tensioning systems. Describe the advantages of
Eccentric tendons over concentric tendons in prestressing.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb9139f43-35a5-4fa0-b4d3-869a5e5a5df1%2F46f10710-eb2c-4580-9ebf-bad5df0bf9b6%2F9re415st_processed.jpeg&w=3840&q=75)
Transcribed Image Text:(b) A fixed beam of span 3L' m is loaded by two point loads 2w' kN and 3w' kN at
'L’m and 2L' m, respectively, from the left support. Determine the required plastic
moment of the beam section.
W=342 L=6M
Q. 8 Explain: Pre-tensioning and Post-tensioning systems. Describe the advantages of
Eccentric tendons over concentric tendons in prestressing.
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