he fabricated steel members are being assembled into a truss on-site in the municipality of Alfonso, Cavite. he assembly started at the elevated ground at both sides and is to meet at the midspan. Nearing to the end f construction, it was found that the last member, CD, was fabricated too short by A =2.690 mm the ngineer then came up with an idea of applying a force P at joints C and D as shown to close the Gap. с с" c' P 3 m B E -3 m- -3 m- -3 m- se E= 200 GPa and cross-sectional area of members BC, DE, CD each 4500 mm? while AC and DF being 363.961 mm². P.
he fabricated steel members are being assembled into a truss on-site in the municipality of Alfonso, Cavite. he assembly started at the elevated ground at both sides and is to meet at the midspan. Nearing to the end f construction, it was found that the last member, CD, was fabricated too short by A =2.690 mm the ngineer then came up with an idea of applying a force P at joints C and D as shown to close the Gap. с с" c' P 3 m B E -3 m- -3 m- -3 m- se E= 200 GPa and cross-sectional area of members BC, DE, CD each 4500 mm? while AC and DF being 363.961 mm². P.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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