Figure 1 shows a frame carrying a triangular load of 10 kN/m for span BC and5 kN at mid-point on span AB. Support at A and D are fixed and assume thatEl is constant except for span CD.10 kN/mBCI5 kNI1.51D6 m3 mFigure 1Compute the internal moments at the joint of the frame by using the SlopeDeflection Method.2.5 m2.5 m

Question consist of frame carrying triangular load at one span and concentrated load at center of…

Figure 1 shows a frame carrying a triangular load of 10 kN/m for span BC ar 5 kN at mid-point on span AB. Support at A and D are fixed and assume th El is constant except for span CD. 10 kN/m B I 5 kN I 1.51 A D 6 m 3 m Figure 1 Compute the internal moments at the joint of the frame by using the Slope Deflection Method. 2.5 m 2.5 m

Figure 1 shows a frame carrying a triangular load of 10 kN/m for span BC ar 5 kN at mid-point on span AB. Support at A and D are fixed and assume th El is constant except for span CD. 10 kN/m B I 5 kN I 1.51 A D 6 m 3 m Figure 1 Compute the internal moments at the joint of the frame by using the Slope Deflection Method. 2.5 m 2.5 m

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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Concept explainers

Frames

The trusses and frames are the two most important structural members of civil engineering. Trusses are the interconnection of links and other structural members. The interconnection with other members makes the system behave as a single member that supports and transfers loads. Trusses are generally two types, plane truss, and space truss. Frames on the other hand form the skeleton of any building construction. Frames are structures formed by the connection of beams, columns, slabs, and joists. These members provide the building with the required structural support.

Question

Figure 1 shows a frame carrying a triangular load of 10 kN/m for span BC and
5 kN at mid-point on span AB. Support at A and D are fixed and assume that
El is constant except for span CD.
10 kN/m
B
C
I
5 kN
I
1.51
D
6 m
3 m
Figure 1
Compute the internal moments at the joint of the frame by using the Slope
Deflection Method.
2.5 m
2.5 m

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Step 3 Calculation of Fixed end moments

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