• Calculate the reaction forces for the frame shown in Figure 2.25. Take El asconstant in all the members of the frame.2,0101₂tttttt45⁰+*E,I and A are constantfor both elementsTake A = 1/2Answer:HI--12,13 kNVI = 5,39 KNMI-6,77 kNmFigure 2.25 Plane frameH3--2,01 KNV3--1,25 KNM3-3,03 km

Applying degree of freedom numbering. D.O.F no. 4, 5, 6 are free and 1, 2, 3, 7, 8 and 9 are…

Answered: 10 2,0 111111 TE + * E,I and A are…

10 2,0 111111 TE + * E,I and A are constant for both elements Take A-1/2 Answer HI--12,13 kN VI = 5,39 KN MI-6,77 kNm H3 = -2,01 KN V3--1,25 KN M3-3,03 kNm

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

• Calculate the reaction forces for the frame shown in Figure 2.25. Take El as
constant in all the members of the frame.
2,0
10
1₂
tttttt
45⁰
+
*
E,I and A are constant
for both elements
Take A = 1/2
Answer:
HI--12,13 kN
VI = 5,39 KN
MI-6,77 kNm
Figure 2.25 Plane frame
H3--2,01 KN
V3--1,25 KN
M3-3,03 km

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