use EI constant for whole span). A simply supported beam (8 meter span), with a uniformly distributed load from left support to six meters to the right, with a magnitude of six kilonewton per lineal meter, a downward concentrated load at the midspan. Solve the reactions at the fixed support, slope and deflection at the free end, using Area Moment Method. Concentrated load = 24 kN Check using Macaulay's Method.
use EI constant for whole span). A simply supported beam (8 meter span), with a uniformly distributed load from left support to six meters to the right, with a magnitude of six kilonewton per lineal meter, a downward concentrated load at the midspan. Solve the reactions at the fixed support, slope and deflection at the free end, using Area Moment Method. Concentrated load = 24 kN Check using Macaulay's Method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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(use EI constant for whole span). A simply supported beam (8 meter span), with a uniformly distributed load from left support to six meters to the right, with a magnitude of six kilonewton per lineal meter, a downward concentrated load at the midspan. Solve the reactions at the fixed support, slope and deflection at the free end, using Area Moment Method.
Concentrated load = 24 kN
Check using Macaulay's Method.
Transcribed Image Text:24kN
6 kN/m
6m
8m
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