A simple frame for a warehouse is subjected to three different loading as shown in Figure QI. Calculate horizontal and vertical components of reactions at pinned support A and C due the loading shown. Neglect the thickness of the members. 60 kN 60 kN EF 80 kN 80 kN 85 kN 100 kN G 100 KN 9m 5m 5m + Sm 5m Figure Q1: A simple frame
A simple frame for a warehouse is subjected to three different loading as shown in Figure QI. Calculate horizontal and vertical components of reactions at pinned support A and C due the loading shown. Neglect the thickness of the members. 60 kN 60 kN EF 80 kN 80 kN 85 kN 100 kN G 100 KN 9m 5m 5m + Sm 5m Figure Q1: A simple frame
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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UDL is 100 kN/m
![Question 1
A simple frame for a warehouse is subjected to three different loading as shown in
Figure Q1. Calculate horizontal and vertical components of reactions at pinned
support A and C due the loading shown. Neglect the thickness of the members.
60 KN 60 KN
80 kN
80 kN
85 kN
100 kN
D
4.5 m
100 kN
9 m
5m +- 5 m + 5 m -+ 5m
Figure Q1: A simple frame](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff0476031-18e1-475f-bae3-79cb6f2a18ff%2F26562fcf-a6e6-4efd-a86d-773c945b0c66%2F7ypsjgb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 1
A simple frame for a warehouse is subjected to three different loading as shown in
Figure Q1. Calculate horizontal and vertical components of reactions at pinned
support A and C due the loading shown. Neglect the thickness of the members.
60 KN 60 KN
80 kN
80 kN
85 kN
100 kN
D
4.5 m
100 kN
9 m
5m +- 5 m + 5 m -+ 5m
Figure Q1: A simple frame
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