3 kN/m 1.5 kN/m (3) 1 3 -18 m -18 m- 18 m EI = constant Figure 1: Beam Construct the stiffness matrix for member 1, 2 and 3 then calculate the reactions and moments at the supports. EI is constant. Use Aslam Kassimali steps to analyse your structure.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3 kN/m
1.5 kN/m
Ottititt
2
3
18 m-
18 m
-18 m
El = constant
Figure 1: Beam
Construct the stiffness matrix for member 1, 2 and 3 then calculate the reactions and
moments at the supports. EI is constant. Use Aslam Kassimali steps to analyse your
structure.
Transcribed Image Text:3 kN/m 1.5 kN/m Ottititt 2 3 18 m- 18 m -18 m El = constant Figure 1: Beam Construct the stiffness matrix for member 1, 2 and 3 then calculate the reactions and moments at the supports. EI is constant. Use Aslam Kassimali steps to analyse your structure.
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