a) Compute for the reaction at all supports b) Draw the shear and moment diagrams (specify magnitudes at all supports, at location of point load, at start and end of distributed loading, and at the location of moment at D). c) Location of maximum moment from point A and its value. P kN 17 kN/m 6 kN/m 48 kN.m internal hinge |.00 m4.00 r-2.00 m-2.00 m-- 3.00 m 1.00 m
a) Compute for the reaction at all supports b) Draw the shear and moment diagrams (specify magnitudes at all supports, at location of point load, at start and end of distributed loading, and at the location of moment at D). c) Location of maximum moment from point A and its value. P kN 17 kN/m 6 kN/m 48 kN.m internal hinge |.00 m4.00 r-2.00 m-2.00 m-- 3.00 m 1.00 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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P(kN) = 52
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