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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5fd68774-d954-433c-b259-93262374fd8e%2F3c72e797-63f5-4e1c-b97d-2b6c8310aa5c%2Fr71321p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:• 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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