2. Divide the chosen beam into 3 spans, AB, BC, CD. The length of the beam span is your own choice. 3. Load each span with 1 type of loading of your choice. No two spans must have the same loading. Example. Span AB is loaded with 1 concentrated force, Span BC is loaded with a rectangular load and Span CD is loaded with a triangular load. You can also use more than 1 concentrated load in a span. 4. Using the constructed beam, determine the values of shear and moment at every meter of the span using the technical definition method. 5. Check your answers in #4 using the shear and moment equations.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Choose 1 type of statically determinate beam.
2. Divide the chosen beam into 3 spans, AB, BC, CD. The length of the beam
your own choice.
3. Load each span with 1 type of loading of your choice. No two spans must have
span
is
the same loading. Example. Span AB is loaded with 1 concentrated force, Span BC is
loaded with a rectangular load and Span CD is loaded with a triangular load. You can
also use more than 1 concentrated load in a span.
4. Using the constructed beam, determine the values of shear and moment at
every meter of the span using the technical definition method.
5. Check your answers in #4 using the shear and moment equations.
Transcribed Image Text:1. Choose 1 type of statically determinate beam. 2. Divide the chosen beam into 3 spans, AB, BC, CD. The length of the beam your own choice. 3. Load each span with 1 type of loading of your choice. No two spans must have span is the same loading. Example. Span AB is loaded with 1 concentrated force, Span BC is loaded with a rectangular load and Span CD is loaded with a triangular load. You can also use more than 1 concentrated load in a span. 4. Using the constructed beam, determine the values of shear and moment at every meter of the span using the technical definition method. 5. Check your answers in #4 using the shear and moment equations.
25 KN/m
15 KN/m
KN
10
C
RA
2 m
2 m
2 m
Transcribed Image Text:25 KN/m 15 KN/m KN 10 C RA 2 m 2 m 2 m
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