For the fixed ended steel beam shown below (E = 200 GPa), 875KN 1- 160 x 10° mm 1- 80 x 10° mm B. C E 6 me 6 m Determine the following: a) Determine the moment at point A in kN-m. b) Determine the moment at point B in,kN-m. c) Determine the moment at point C in kN-m. d) Determine the deflection at midspan in mm.

Structural Analysis
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Chapter2: Loads On Structures
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1. For the fixed ended steel beam shown below (E = 200 GPa),
875KN
1-160 x 10 mm
|- 80 x 10° mm
IA
B.
C
6 m
6 m
Determine the following:
a) Determine the moment at point A in kN-m.
b) Determine the moment at point B in,kN-m.
c) Determine the moment at point C in kN-m.
d) Determine the deflection at midspan in mm.
Transcribed Image Text:1. For the fixed ended steel beam shown below (E = 200 GPa), 875KN 1-160 x 10 mm |- 80 x 10° mm IA B. C 6 m 6 m Determine the following: a) Determine the moment at point A in kN-m. b) Determine the moment at point B in,kN-m. c) Determine the moment at point C in kN-m. d) Determine the deflection at midspan in mm.
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