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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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P(kN) = 52 

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
A
internal
hinge
-4.00 m-t-1.00 rf2.00 m--2.00 m-
3.00 m
1.00 m|--
Transcribed Image Text: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 A internal hinge -4.00 m-t-1.00 rf2.00 m--2.00 m- 3.00 m 1.00 m|--
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