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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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.

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